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REPORT

GENERAL HERMAN HAUPT, C. E„

STEAM HEATING

FOR

CITIES AND VILLAGES.

TH 7641
Ml

Copy 1

)

IR, IE IP O DR, T

UPON THE SYSTEM OF THE

OF LOCKPORT, N. Y.,

FOR TIIE INTRODUCTION OF THE

FOR

CITIES AND VILLAGES.

GENERAL HERMAN HAUPT,

GRADUATE OF WEST POINT, CLASS OF 1S35, AT AGE OF l8 J ENTERED SERVICE OF PENN’A AS
ENGINEER STATE WORKS, 1S3S; PROFESSOR CIVIL ENGINEERING AND MATHEMATICS IN
PENN’A COLLEGE, 1S4O-1S47; SUCCESSIVELY GENERAL SUP’T, CHIEF ENGINEER, AND
DIRECTOR OF PENN’A R R. UNTIL 1S56; AUTHOR OF GENERAL THEORY OF BRIDGES,

1852; THE FIRST ONE PUBLISHED GIVING RULES AND FORMULA FOR CALCULAT¬
ING THE STRENGTH OF BRIDGES; CHIEF ENGINEER AND CONTRACTOR FOR
HOOSAC TUNNEL, 1S56-1S62; CHIEF OF CONSTRUCTION AND OPERATION
OF THE MILITARY RAILROADS OF THE U. S. J AUTHOR OF WORK ON
MILITARY BRIDGES, I S63 J GENERAL MANAGER OF THE LINE OF
RAILROADS KNOWN AS THE PIEDMONT LINE, FROM RICH¬
MOND, VA., TO ATLANTA,

ENGINEER OF SEABOARD

, GA., lS72 TO 1876; CHIEF

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OFFIC^JR

D. F. BISHOP, M. D , President. B. D. HALL, Secretary.
SAMUEL ROGERS, Vice President. I. H. BABCOCK, Treasurer.
BIRDSILL HOLLY, Superintending Engineer.

LOCKPORT, N. Y. :

UNION PRINTING AND PUBLISHING COMPANY, JOHN HODGE, PRESIDENT.

1879.

INTRODUCTION.

In submitting to our present and prospective patrons, and to the
public generally, the report of General Haupt, The Holly Steam Com¬
bination Company Limited desire to state that this very thorough
examination of the Holly System was made by General Haupt, not in
the interest or by request of this Company, but for other parties, in no
manner connected therewith, who required the professional indorse¬
ment of this gentleman, before committing themselves to the responsi¬
bilities of an organization for the introduction of the System in the
city of New York.

The report was so exhaustive, and supplied so fully the information
and the data required by all companies who propose to introduce the
Holly System, that it has been extended, and valuable tables added
by the author, and is now published by this Company for the benefit
of its patrons.

Applications for the right to use the Holly System are multiplying
so rapidly, that it has already become embarrassing for this company to
undertake to furnish engineering services in preparing plans and esti¬
mates, or skilled foremen to superintend the construction of works.
To meet these wants, General Haupt proposes to organize a corps of
assistants, consisting chiefly of graduates of the first engineering schools,
and with their aid make surveys, prepare plans and estimates, and
when desired, superintend the construction of works. Also to organize

INTRODUCTION.

a construction company, prepared to make contracts for doing the
work, when parties prefer such an arrangement.

It will, of course be optional with local organizations to adopt any
plan for constructing their works that may seem to them to be most to
their interest ; they can either employ a superintendent and hire hands,
or let out the work by contract ; but in all cases this company must
protect itself against the injury that would result from defective con¬
struction by insisting on the right of supervision, with proper stipula¬
tions, in any contract that may be hereafter made, for its enforcement.

The Company also reserve the right in all their contracts to supply
the expansion service boxes, regulators, metres, and traps, which are
secured to them under the Holly patents, so as to insure proper
mechanical excellence in construction These articles are furnished at
list prices, which average a very small margin on cost of manufacture.

Lockport. N. Y., March 28, 1879.

REPORT OF HERMAN HAUPT, C. E.

To the President and Directors of the Holly Steam Combination Co?n-

pany Limited :

Gentlemen : — I herewith submit my report containing the results of
investigations as to the practicability, utility, economy and advantages
of the Holly System for furnishing heat and power.

The subject was, with possibly a single exception, the most difficult
that I ever undertook to investigate, from the fact that the few who
have written on the transmission of elastic fluids through pipes have
given rules and formula which were found to be in their results incon¬
sistent with each other and with facts proved by direct experiment, and
some of the experiments as reported have given results incompatible
with each other.

To reconcile these inconsistencies and develop a theory that would
conform to known and established principles of pneumatics, and, at the
same time, be consistent with the facts elicited from direct experiment,
proved to be a most difficult task, and yet a satisfactory solution was
indispensable, as on it must necessarily be based the solution of all
questions as to the capacity of mains, the losses by radiation and fric¬
tion, the sizes and locations of boilers, and all other fundamental con¬
siderations affecting the determination of plans of operations, capital,
operating expenses, profits and dividends.

It might have been supposed that a report less voluminous and in
detail would have been preferable, as the general reader cares but little
except for results, and is not disposed to follow the processes of reason¬
ing or of calculation by which the results are reached; but the fact that
rules, formulas and conclusions in this report are different from, and
in some particulars at variance with the rules and formulas of the books,
renders it necessary that the discussion of the subject treated upon
should be as complete and demonstrative as possible.

GENERAL HERMAN HAUPT’S REPORT.

The practical tables which accompany the report have involved much
labor, and should be of value in dispensing with intricate calculations,
and in reaching results by simple inspection.

A brief abstract of the report and the conclusions arrived at will be
given :

1. The report commences with a description of the Holly System,
and of the apparatus in detail, as also the manner of protecting the
mains with coatings of non-conducting material.

2. Table of the relative conducting power of different materials
with suggestions of improvements.

3. Explanation of facts observed in connection with junction
boxes.

4. Suggestion of a governor for maintaining, at all hours of the day
or night, a temperature almost perfectly uniform.

5. The discharge of fluids through pipes considered in connection
with the discoveries by Napier of apparent exceptions to the general
law.

6. Resistance of long pipes to the flow of elastic fluids, and laws
which govern it. Experiments in friction of pipes with air at the Mt.
Cenis Tunnel.

7. New law enunciated for the discharge of elastic fluids which is,
that the discharge of elastic fluids through long pipes is equal to the
corresponding water discharge under like conditions, multiplied by the
square root of the number which expresses the relative density, as com¬
pared with water, and the product multiplied again by the square root
of the initial density in atmospheres. The result will give the volume
of discharge under atmospheric pressure.

8. Table of initial pressures in atmospheres, initial densities as
compared with water, and volume of discharge of steam, the water
discharge being unity.

9. Demonstration of the law of discharge of elastic fluids through
long pipes.

10. Reduction of terminal pressure at the end of a long pipe in
consequence of drawing off at intermediate points, the laws which
govern it, and rules for its determination.

11. Discussion of important experiment at Lockport, using the
cylinder of a large engine as a meter to measure the steam discharged
in a given time, which confirms the law of discharge previously stated

HOLLY SYSTEM OF STEAM HEATING.

12. Additional confirmation of this law from the Mt. Cenis experi¬
ments, which give the exact loss by friction deduced from theory.

13. Table giving the lengths of pipes of different diameters equiva¬
lent in frictional resistance to one mile of one inch pipe, for the pur¬
pose of equalizing resistances in calculations when pipes of different
diameters are connected.

1 4. Consideration of formula for determining loss of head by fric¬
tion.

15. Table of loss of head by friction for initial velocities of 5 to
400 feet, and diameters of pipe of from 1 to 12 inches.

16. Consideration of the capacity of mains and the velocity of
steam.

17. Table of the discharges of steam at atmospheric density under
pressures of from 5 to 60 pounds and diameters of from 1 to 1 2 inches ;
a table which has required much labor in calculation, but which will
save much labor hereafter in computation.

18. A record of experiments, facts and observations, communicated
by Mr. Holly, is given, numbered from 1 to 1 1 ; and these are fully
discussed, and important practical conclusions deduced therefrom,
chiefly in regard to losses by condensation and radiation, and affording
data for estimates of cost and saving by the Holly System.

19. A table is given of the relative losses by condensation in one
mile of pipes of different diameters, which shows the loss to be 1.9 per
cent, in a mile of 12 inch pipe.

20. The subject of the transmission of heat by a circulating pipe
of water, is discussed in detail, and the conclusions are as follows, viz :

The water that can circulate in 2 miles of 6 inch pipe under 350
pounds pressure, will be only 1.85 cubic feet per second. Steam will
move with 285 times greater velocity, and discharge a corresponding
increase in quantity.

It is only the units of heat capable of being utilized that can be con¬
sidered of value, those which are circulated and returned to the boiler
produce no useful result.

The proportion of available units transported in a given time is more
than 2 to 1 in favor of steam. It costs precisely as much to generate
heat units in water as in steam, both being proportionate to fuel con¬
sumed.

GENERAL HERMAN HAUPT’S REPORT.

Two pipes are required for hot water, and only one for steam, and
the cost of the water pipes is fully as much as for steam pipes.

The radiating surface and the loss by cooling are much greater in
water than in steam pipes, in consequence of the double pipe for re¬
turn and high temperature employed.

On the basis of equal expenditure for mains, the steam pipe, in pro¬
portion to available units transported, would have an advantage of 1 2
to 1 over the hot-water pipe.

The condensed steam from hot water cannot be returned to the
mains without pumps, as the pressure would be from 1 to 150 pounds.

It will require more than the whole engine power of the boiler to
pump the water back after it has made its circuit.

The hot-water system cannot be utilized in any manner without the
expansion joints and service boxes covered by the Holly patents.

The hot water cannot be used as a fuel to generate steam.

To use it as steam under reduced pressure is not as economical as to
use steam direct.

The hot-water scheme is utterly impracticable, and the liability to
explosion in consequence of the high temperature proposed to be used
would be much greater than with steam. The only way to utilize the
hot-water pipe would be to dispense with the return main and pump,
and use it for heating in indirect coils, but in this form it is part of the
Holly System, and covered by the Holly patents.

21. The next subject discussed is the cost of warming an average
building of 12,000 cubic feet as compared with the old system, show¬
ing actual cost of fuel about 30 per cent., or a saving 70 per cent.

22. Estimate of plant and capacity of a 6-inch main to supply con¬
sumers at an average distance of one mile.

23. Estimate of capacity of boilers and mains for warming one
square mile in a large city.

24. Table of number of consumers which pipes of different diam¬
eters can supply at one mile of distance.

25. Table of quantity of water evaporated per pound of coal under
different pressures.

26. Estimate of cost of plant, operating expenses and profits in
supplying an area of one mile square in a populous city.

27. Considerations affecting the location of the boiler stations, and
relative cost of carrying steam or of carting coal.

HOLLY SYSTEM OF STEAM HEATING.

28. Power furnished from street mains.

29. Suggestions as to plans of operations.

30. Report on the Ashcroft steam stove.

These subjects are fully discussed in the detailed report, and the
process of reasoning by which the conclusions are reached can be read¬
ily followed. Independently of the great benefits conferred upon the
public, few investments at the present day offer so large a return upon
capital, with so little risk. The present investigation seems to have
removed the only element of uncertainty, which was the required ca¬
pacity of mains for a given consumption, and calculations can now be
made with as much certainty as in estimating upon gas or water works.

An estimate is submitted of the cost of plant, expenses of operation
and profits on one mile of 6-inch pipe, giving capital invested, $32,600;
operating expenses, $14,900; income, $23,400; surplus, 73 percent.,
applicable to extensions or dividends, and this estimate is based on a
consumption 30 per cent, less than the full capacity of the pipe, if con¬
sumers were uniformly distributed along its entire length, which would
be 536 consumers.

A six-inch pipe, however, would supply only a small village containing a
population of say 2,000 inhabitants. A twelve-inch main (if consumers
were uniformly distributed along its route for one mile) would supply
about 3,000 consumers, and the margin of profit with a consumption
equal to its capacity, would be largely increased ; for, as the ratio of
consumption increases the proportion of general expenses and the cost
of plant diminishes.

An estimate is submitted of the cost of supplying one square mile
in a populous city, such as New York, from which it appears that nearly
10,000 horse-power of boilers will be required, 116,000 feet of 12-inch
mains, 27,500 feet of 3^-inch pipes, 50,000 feet of 2i-inch pipes, 100,-
000 tons of coal annually, and 150 firemen and laborers. The capital
invested will be slightly in excess of a million of dollars ; the expenses
$526,000. The income on a basis of $100 to each consumer of 12,000
cubic feet, on the basis of the Lockport estimates, and full capacity of
mains utilized will be $2,000,000 and profits 140 per cent.; but at half¬
rates of charges and full consumption the profits will still be 66 per
cent.

The question is also considered as to the expediency of locating the

GENERAL HERMAN HAUPT’S REPORT.

boiler station near a convenient source of coal supply and extending
mains to a greater distance, and the conclusion reached is, that it is
much cheaper to cart coal than to carry steam, and that the station
or stations should be located as near as possible to the consumption.

The report on the steam stove exhibits remarkable results. There
are few kinds of cooking that cannot be done satisfactorily, and at the
temperature due to 40 pounds pressure. Baking, broiling and frying
can be done with great expedition. Nothing can be scorched, and the
flavor of all meats, vegetables, fish, etc., is very superior to that of
dishes prepared in the ordinary way.

The cost of fuel measured by steam consumed is almost incredibly
small ; and for the poorer classes, occupying tenement houses, the stove
could serve as a radiator and furnish all the heat necessary, as well as
cook the food, at a cost of a very few cents daily.

The combination of the steam stove with the Holly System would
be a great boon to all classes, but to the poor especially. The security
against fires should be largely increased and the insurance rates
diminished.

Respectfully submitted,

H. HAUPT,

Consulting Eng*r, 328 Walnut street , Phila.

DETAILED SCIENTIFIC REPORT OF H. HAUPT
ON THE HOLLY STEAM COMBINATION
SYSTEM.

To the President and Directors of the Holly Steam Combination Com¬
pany Limited :

Gentlemen : — In compliance with your request, I visited Lockport
to examine into the practical working of your system for supplying heat
and power to cities and other populous localities, and to satisfy myself
and others who desired my opirion as to the reliability of the tests and
experiments made by your engineer, Mr. Birdsill Holly.

After a sojourn of eight days at Lockport, during which every facility
for examination was afforded and some of the more important experi¬
ments repeated, I am able to report that I am more than satisfied. My
friends charge me with being an enthusiast ; with having steam on the
brain ; but if I have caught the infection, it is at least some consolation
to know that it is becoming epidemic, and that the marked success
which has attended the introduction of the system in Lockport has
resulted in so many inquiries and applications from other localities that
an expanded organization is already required to attend to them. To
dispense with coal-bins, dust, dirt and attendance ; to avoid the alter¬
nations of summer heat and winter cold at short intervals ; to remove
the embellishment of ash-barrels on the curb-stone, and secure a con¬
stant, uniform temperature at all times, at less than the former cost of
fuel, are luxuries which once enjoyed will never again be willingly dis¬
pensed with.

But the capabilities of the system do not end here. The uses for
small powers* for manufacturing and other purposes would be greatly
extended if such powers could be supplied without boilers, skilled at-

GENERAL HERMAN HAUPT’s REPORT.

tendance or possibility of explosion, and with no expense except when
in actual use.

It is, perhaps, not unreasonable to predict that the introduction of
this system will extend the uses and the applications of the electric
light, one of the principal objections to which is the power required to
rotate the magnets ; but this power, after the introduction of steam
mains, can be furnished like gas, simply by turning a cock, and at no
cost whatever; for the steam, when it has done its work, can escape
into the radiator, and pay for itself in warming the apartment, so that
a wide door is thus opened for the use of the electric light for domes¬
tic purposes.

In confidently endorsing the Holly System, it is necessary to explain
the grounds of this confidence, and I propose to explain the System
and its operation, determine the losses from friction and condensation,
ascertain the distance to which steam can be economically transmitted,
the velocities of transmission, the capacities absolute and relative of
mains, the quantity required to be furnished in a given locality, and
such other details as may present themselves in the discussion of the
questions submitted, and which may appear to be necessary for their
satisfactory solution.

DESCRIPTION OF THE HOLLY SYSTEM.

The Holly System consists in the generation of steam at a central
point, its transmission by well-protected mains to localities more or less
remote, and its utilization by means of various ingenious and practical
mechanical devices.

It is supplied to the consumer in the same manner as gas, and is
paid for in proportion to the amount used, as indicated by a meter.

It dispenses with fires and their attendant annoyances and discom¬
forts, resulting from carelessness of servants, dust drawn through the
registers where furnaces are used, the trouble of preparing kindlings
and lighting fires that have become extinguished, of removing ashes,
and especially of the liability to colds and inflammatory diseases from
the sudden and great changes of temperature to which all other exist¬
ing modes of heating are liable.

Advantages so great would be cheaply purchased at a large increase
of expenditure, but the Holly System warms buildings with great uni-

HOLLY SYSTEM OF STEAM HEATING.

formity of temperature at a cost not exceeding the usual cost of coal.

The apparatus and fittings can be furnished at about half the usual
charges for steam fittings, and where buildings are already supplied
the ordinary fittings can be used simply by taking steam from the mains
and dispensing with the boiler and its excessive waste of fuel ; for it
has been ascertained by careful tests that the evaporation of such
boilers is only four pounds of water per pound of coal, while in prop¬
erly constructed boilers, on a large scale, with proper firing and attend¬
ance, ten pounds of water per pound of coal can be secured as a
regular duty. Where houses are supplied with furnaces, it is only nec¬
essary to substitute a steam coil in lieu thereof for heating the air ; no
changes are required in the flues or registers.

Safety is another important consideration. Boilers cannot explode
in cellars when they are entirely dispensed with, and houses cannot
take fire from stoves, furnaces and defective flues after their use shall
have been discontinued.

APPARATUS REQUIRED.

Boilers. — The steam is generated in boilers centrally located, with
reference to convenience of procuring coal, the minimum distance of
transmission to supply consumers, and the cost of real estate.

The form of boilers should be such as will secure the largest possible
evaporation, other things equal, per pound of coal. The President of
the Weston Boiler Company claims for it an evaporation 30 per cent,
greater than that of any other boiler, and gives the following as the
evaporative power per pound of coal :

At a pressure of 10 pounds (241 °) 12 pounds of water.

“ “ “ 20 “ (260°) 10 “ “

“ “ “ 50 “ (301°) 8} “ “

The evaporation, it must be observed, is not constant at all pressures,

but varies with the pressure. Water at 2120, converted into steam at
the same temperature, requires 960 units of heat, one pound of steam
at 2120, containing sufficient heat to raise 5^ pounds of water from 320
to 2120, and the total number of units above o would be 960 +212
= 1172.

Now if the temperature of the steam and water should be increased,
a larger number of units remain with the water, and consequently under

GENERAL HERMAN HAUPT’S REPORT.

pressures above the atmosphere, the evaporation per pound of coal will
be reduced as the pressure increases.

For example : if the pressure should be increased to io pounds, cor¬
responding to a temperature of 241 °, or 241 — 2i2° = 29°, above the
boiling point, the one pound of steam must not only be raised in tem¬
perature 29 degrees, but the 5^ pounds of water also, and the total
units added from water at 2120, will be 6.5 X 29-1-960=1148, making
a total of 1360 units. In like manner, steam at 20 pounds would
require 6.5X48-1-960=1272 units, and steam at 50 pounds pressure
pould require 6.5x89-1-960=1539 units. Now if the Weston boiler,
or other boilers should, as it is claimed, evaporate 1 2 pounds of water
per pound of coal at 10 pounds pressure, the evaporation at 20 pounds
should be 1148X12-^1272 = 10^, and at 50 pounds 1148X12^-1539
— 8t9^, which is nearly what Weston claims under these pressures.

The Lockport boilers evaporate as their regular daily work 9 pounds
of water per pound of coal at 25 pounds pressure, and with careful
firing and other precautions, 10 pounds have been secured; but if 12
pounds of water can be evaporated to one pound of coal under 10
pounds pressure, it proves, independently of all other considerations,
the immense advantages of concentration of plant over a system of
small isolated boilers, whose average duty under careful tests, is proved
to be but 4 pounds of water per pound of coal, to say nothing of the
dangers of explosion from unskillful or careless attendants, and the
annoyance from dust and dirt.

Street Mains. — From the boilers the steam passes into mains laid in
trenches, but not covered to so great a depth as is usually required for
water and gas pipes, the steam pipes being generally laid above them.

The sizes of these mains depend upon the amount of steam to be
supplied, and the distance it is to be carried. The laws which govern
the motion of elastic fluids will be discussed, and rules for the deter¬
mination of dimensions, will be given hereafter.

The material of which the mains are constructed is lap-welded boiler
tubes. The largest sizes yet laid have been eight inches, but in intro¬
ducing the system to large cities, mains of twelve inches or more in
diameter will be required.

A twelve inch pipe, one fourth of an inch thick, constructed of iron

HOLLY SYSTEM OF STEAM HEATING.

of 60,000 pounds tensile strength, would be ruptured by a pressure of
2,500 pounds per square inch, and a safe permanent pressure would be
one-fifth, or 500 pounds, but the maximum pressure in the mains from
considerations of economy is intended to be about 50 pounds, or only
one-tenth of a safe strain, and one-sixtieth of the bursting pressure.
The rupture of a street main may therefore be considered impossible.

Protection against Co?idensation. — The pipes are prepared by placing
them in a lathe, in which they can be turned freely, and the coatings
as now laid are applied in the following order :

1. Asbestos paper about J of an inch thick, one thickness.

2. Coarse brown porous paper, paper roofing felt, such as is used
for roofing, before it is saturated with tar, two or three thicknesses.

3. Manilla paper, one thickness, with about two inches lap.

4. Three or four wooden strips, f inch broad by ■§ inch thick.
These strips are wound spirally around the pipes, one turn in about 1 2
feet, and the whole is securely bound with copper wire wrapped spirally
at intervals between the spirals of four inches on pipes of eight inches
and upwards in diameter.

These strips leave a space between the iron pipe and the wooden
log by which it is enclosed, which allows it to expand and contract
freely by changes of temperature, while the logs are securely anchored
and immovable.

5. For the outside covering, wooden logs are bored out two inches
or more in inside diameter larger than the diameter of the iron pipes,
and the thickness of the wooden shell is not less than three to four
inches. Pipes of this description are manufactured at Bay City, Mich¬
igan, and can be furnished of solid logs, of as large inside diameter as
sixteen inches, and at reasonable prices.

The covering of the pipes for the prevention of radiation and con¬
densation has proved remarkably efficacious, and has enabled Mr.
Holly to transmit steam to distances far greater than were formerly
considered possible. Some changes have been made from the original
arrangement, and it is by no means certain that the maximum of effi¬
ciency has even yet been attained.

The conducting power of various materials, as determined by the

GENERAL HERMAN HAUPT’S REPORT.

number of heat units transmitted per square foot per hour by a plate
one inch thick, the two surfaces differing in temperature one degree, is :

Copper . 5X5-

Iron . 233-

Marble, coarse . 22*4

Stone, ordinary . x3-68

Glass . 6-6

Baked clay, brick . 4- 8 2

Plaster, ordinary . 3*86

Oak transmitted perpendicular to fibre . i-7°

Walnut “ “ “ . 83

Fir “ “ “ . 748

Fir parallel to fibre . i-37

Walnut . I-4°

Gutta percha and India rubber . 1.38

Brick dust sifted . i-33

C oke, pulverized . 1.29

Cork . 1. 15

Chalk, in powder . .869

Charcoal, in powder . .636

Straw, chopped . .563

Coal, small, sifted . .547

Wood ashes . .531

Mahogany dust . .523

Canvas, hemp, new . .418

Calico, new . .402

White writing paper . .346

Cotton and sheep wool (any density) . .323

Eider down . .314

Grey blotting paper . .274

It appears from an inspection of the above table, from an English
author, that the arrangment of enclosing the pipes in a pine log not less
than four inches in thickness, is excellent, and cannot be improved
upon. Pine wood, when the heat is transmitted in a direction perpen¬
dicular to the fibre, is an excellent non-conductor, and, cost considered,
perhaps the best possible. It appears, also, that loose materials are
much more perfect non-conductors than when solid and compact, as

HOLLY SYSTEM OF STEAM HEATING.

brick, for instance, which conducts heat 3^ times more rapidly than
brick dust. Charcoal, usually considered a superior non-conductor, is
not much better than pine wood. Eider down, cotton and wool are
nearly equal, and the very best on the list is grey blotting paper.
Asbestos is the most expensive article used, and as it is composed
chiefly of alumnia, which does not rank high as a non-conductor, baked
clay being 4.82, and ordinary stone 13.68, it maybe a question whether
a cheaper and more efficacious substitute cannot be found. Common
paper pulp dry should rank very nearly with grey blotting paper, which
is the best non-conductor on the list, and I am informed by a manu¬
facturer and patentee of improved machinery that he can produce this
article at a cost of a cent and a half per pound. I would suggest as a
substitute for the asbestos and paper coverings a coat of paper pulp
half an inch thick, or of such thickness as would make the cost about
as at present. I can suggest no other improvement in the mode of
protecting the pipes — and even this may not be an improvement — the
question can only be settled by a test. If it be considered desirable
to retain some incombustible material next to the pipe in case it should
be required for the transmission of steam for power at temperatures
higher than those at which it is now proposed to use it, a paste of brick
dust and coal tar might be a good substitute for the asbestos cloth.

Below the pipes is laid a tile-drain 3 to 4 inches in diameter ; boards
are placed above and below the pipes 'daubed with pitch, and the sides
are filled with broken stone.

Expansion Jouits. — To guard against strains from expansion and
contraction caused by differences of temperature, expansion joints are
provided.

The extreme limit of expansion may be taken from 320 when the
pipes are laid to 31 1° when filled with steam at a pressure of 60 lbs.

Wrought iron will contract or expand one foot in 151,200 for each
degree of temperature, and for 31 1°— 32° = 27 90, and a maximum
length of 200 feet between expansion joints, the extreme variation at
any one joint will be ^ of the length, or in 200 feet=4^ inches.

The expansion joints are connected with the junction boxes, from
which steam is taken to consumers. One end of the main is screwed
into one end of the box, and passes through a short distance into the
3

GENERAL HERMAN HAUPT’S REPORT.

interior of the box, upon the end of which pipe a sleeve about six
inches long is screwed. The free end of the pipe slips loosely into
this sleeve, leaving a small annular space through which the steam
escapes into the junction box, and thence into the service pipes.

The junction box is a heavy casting, weighing for large pipes several
hundred pounds. It is bolted to the brick work and anchored to the
logs which surround the pipes, and is intended to be rigid and immov¬
able. The free end of the pipe passes into the junction box and
sleeve through an ordinary stuffing box, packed with asbestos packing,
which appears to make a perfect joint. The movable end of the pipe
is nickel plated and polished for a length of i o or 12 inches to prevent
rust and reduce friction. In large pipes of 8 inches and upward a ball
and socket joint is provided to prevent injury or strain from settling
at the junction box.

The junction boxes are accessible from the street, being surrounded
by a brick wall, upon which is a heavy cast iron cover.

Mr. Holly stated that although these junction boxes had been fre¬
quently opened and examined, he had never found any water in them,
yet as the process of cooling in the mains is constantly going on, water
must be formed ; and there is no escape for it excepting through the
loose sleeves into the junction boxes.

An explanation will be attempted : Suppose a cubic foot of water
at the temperature of steam at 50 pounds =301° should be confined in
a non-conducting cylinder, and the piston be moved until the pressure
became equal to that of the atmosphere, the temperature of the water
would be reduced at once to 2120, and a portion of steam would be
formed at the same temperature, the proportions being —

55 pounds of water at 2120 contains 55X212 = 11,660 units.

7^ “ steam “ 2120 “ 7.5X960= 7,200 “

62^ “ water “ 301°= 18,860

Now, suppose the water at 2120 should be drawn off from the cylin¬
der, leaving the steam containing 7,200 units, and that this steam be
compressed to 50 pounds as at first, the temperature would be restored
to 301°; but it would not be all steam, for 7.5 pounds of steam at
301° would contain 7.5 X (960X Sg) = j,S68 units, while there are only
7,200 units in the steam. A portion of this steam must, therefore,

HOLLY SYSTEM OF STEAM HEATING.

change its state and become water at 301 °, and the amount of this
water, determined by calculation, is :

Water .893 pounds, containing .893X301°= 269 units.

Steam 6.607 “ “ 6.607 X (960 X 89)= 6,931 “

Making the total units in the steam at 212°= 7,200

If, now, the pressure be again relieved, the water would return to
steam at 212°, on the supposition that no loss has been sustained by
radiation, and this process may be continued indefinitely.

It appears, therefore, that steam at 212° can carry 13.5 per cent,
more water than steam at 301 °.

If, then, the steam in passing through the sleeve into the junction
box should be wire drawn so as to make any considerable reduction
in the pressure, the water, instead of being deposited, would be absorbed
and carried into the service pipes, furnishing moist steam to the con¬
sumer, which would be to his advantage. I see, therefore, no reason
to apprehend any inconvenience from accumulation of water in the

junction boxes, even without the hood provided on the ends of the

service pipes, which would effectually remove it if any were present.

Service Pipes. — From the street mains and junction boxes the steam
passes into the service pipe, being taken up by a spout called a hood,
which turns freely around the end of the service pipe, and is designed
when turned downwards to dip into and remove any water that the ser¬
vice box might possibly contain. These pipes will of course be pro¬
portioned to the consumption they are intended to supply, and must
be carefully protected against loss by radiation.

The mains are not to be tapped, and the service pipes are intended
to connect only at the junction boxes.

In populous cities, supplementary small pipes may be required par¬
allel to the mains, with which to connect the service pipes.

These pipes may be laid on each side of a street near the curb, and
a small brass cock put in opposite each lot or building, so that if future
connections are required they can be made without disturbing the street
pavements or shutting off steam from any consumer. Sometimes,
also, a single pipe can be carried to the centre of a block, in the
rear of all the lots, where a distribution box of cylindrical form will
supply all the consumers of that block.

Regulator. — After the service pipe enters a building, carrying steam

GENERAL HERMAN HAUPT’S REPORT.

at from 25 to 50 pounds pressure, it passes through an apparatus called
a regulator, consisting of two diaphragms of rubber packing acted upon
by weighted levers, and moving small slide valves by means of rods
connected with the diaphragms. The first of these valves reduces the
pressure from the mains and service pipes, whatever it may be, to 10
pounds, and the second to five or two pounds, as may be desired for
use, depending upon the kind of radiator used for heating the apart¬
ments.

It is claimed by Mr. Holly that the regulator will act perfectly with
a difference of pressure on the two sides of only one pound, and thus
there is no greater difficulty in maintaining uniformity of pressure at
the meters, in supplying steam for power and measuring it accurately,
than there is in furnishing steam for heat. I see no reason to doubt
the assertion, but had no means of testing its accuracy.

Meter. — From the regulator the steam, at a low and uniform pressure,
passes to the meter, which is always in connection with and operated
by the regulator. The meter resembles a yankee clock. It is about
6 inches square on the face and 4 inches deep. When wound it runs
for 55 days, and when steam is passing rotates a brass screw with coarse
threads on which hangs a pointer moving along a card. Each revolu¬
tion of the screw registers a unit, and a disc of two inches diameter at
the end of the screw registers fractions to hundredths of a unit. The
value of the unit has been determined by numerous experiments, said
to have amounted to hundreds, the steam passing through having been
condensed and weighed. The variation of different meters does not
exceed, it is asserted, one per cent.

The meter is operated with a link motion. When the steam is shut
off, after passing the meter, the link is on its centre ; and although the
clock-work continues to move regularly, the index and screw are sta¬
tionary. When the regulator valve again opens to pass steam the rod
connecting the meter therewith moves along the slot in the link, giving
a leverage for action, and the screw begins to rotate, and the rotation
is the more rapid, as the opening in the valve and the length of the
lever are increased. The arrangement is exceedingly simple and ingen¬
ious, and Mr. Holly and his son, who is Superintendent of the Lock-
port Works, both give the most positive assurances, based on their
numerous tests, that the indications are reliable. I am not prepared,

HOLLY SYSTEM OF STEAM HEATING.

however, to endorse this opinion from my own personal observation,
and to assert that under all circumstances and all possible conditions
the indications of the meter are perfectly reliable. It is probable,
however, that if there are errors they may be compensating, and in a
month’s run the differences may not be material.

I am able to perceive only one condition of things in which the
indications of the meter would not be reliable, and that is one the
possibility of which is not admitted. If steam should be shut off
entirely from the mains, the regulator not being raised by any pressure,
would drop to the lowest point, and the pin in the link would be
moved with its greatest leverage, and indicate maximum consumption.
This would only be possible when the steam was shut off from the
mains entirely, which would probably never happen, and if it did, the
time could be noted at the office, and a deduction made therefor from
the bills of consumers, at the rate of maximum consumption for the
time, or another remedy could be provided, which I will venture to
suggest.

Between the two diaphragms the steam flows in a pipe at io pounds
pressure. In this pipe could be placed one of Dickey’s reducing
valves, or some other, so adjusted as to remain open at say five pounds
pressure. If the pressure fell below five pounds, which it never could
with steam in the mains, the valve would close, and in closing could
throw the pin in the link into the centre, and thus stop recording while
permitting the regular movement of the clock-work.

The possibility of steam being entirely shut off from the mains is so
remote, and the means of correction if it should occur so simple, that
I doubt the expediency of introducing any additional mechanism. It
is a satisfaction, however, to know that if the difficulty referred to does
exist, a remedy, sure and automatic, is not impossible.

Radiator. — Erom the regulator the steam intended for heating pur¬
poses passes into the radiators. Any of the ordinary forms may be
used, and all the ordinary steam fixtures, including the indirect, and the
air flues can be utilized as perfectly as if steam was generated in a
boiler on the premises. If the steam is to be used with ordinary
fittings, a pressure of about five pounds is required, but with the Holly
radiator, two pounds will be sufficient.

Indirect — The steam from all the radiators through the building,

GENERAL HERMAN HAUPT’S REPORT.

together with the water of condensation, passes into a chamber in the
basement, and through coils of steam pipe enclosed therein, where
fresh air is heated and passed through flues and registers in the ordinary
way, to ventilate while assisting to warm the upper apartments.

Traps. — The water of condensation escapes through a steam trap,
which opens when the water is at a certain level, and permits it, but
not steam to escape. The water from condensed steam being chemi¬
cally pure, may be, and generally is utilized for domestic purposes.

Other uses of Steam. — An attachment can be made to a steam pipe
in any portion of a house, and the live steam used for heating water for
bathing, washing, or culinary purposes, the noise of the escaping steam
being almost neutralized by the simple device of a small metallic box of
tin or brass at the end of the pipe, filled with small fragments of stone.

It has been demonstrated that steam under ordinary boiler pressure,
can be used in suitably constructed ovens for baking and roasting, and
ovens and stoves have been constructed which operate successfully, as
will be seen from my report herewith submitted. Steam for such pur¬
poses requires a higher than ordinary temperature and pressure, and a
separate meter and regulator for this high steam is necessary. Although
this apparatus would not be expensive, some may prefer to use gas
or charcoal in the kitchen for roasting or broiling, but for every other
purpose low steam would be entirely applicable, and it is probable that
a coil of steam pipe in the kitchen, in which the steam could be super¬
heated by gas, would fulfill all requirements for roasting or baking, and
allow the extra meter to be dispensed with. For toasting bread or
baking batter cakes or waffles, a charcoal furnace would probably be
the best and most economical arrangement possible, and then ranges,
stoves and furnaces could be dispensed with altogether, and steam
fulfill every requirement.

The Holly Radiator. — The most perfect system of warming and
ventilating buildings is no doubt the present usual combination of
direct radiation and indirect heat and ventilation from a chamber in
the basement through air flues, but there are numerous cases where
such a system, independently of considerations of expense, cannot be
used, as in single offices and often in stores and shops. To supply the
place of stoves in such localities, the atmospheric radiator, designed
by Mr. Holly, is admirably adapted. This radiator consists simply of

HOLLY SYSTEM OF STEAM HEATING.

tubes of tin, copper or other material, closed at top and open at bot¬
tom. Steam at low pressure is admitted at the top through a simple
index valve, and being lighter than air displaces it to any extent that
may be found desirable, occupying either the whole of the radiator, or
only a few inches at top, according to the temperature. The con¬
densed water runs off through a small pipe, and is not further utilized.

Professional men will find this radiator admirably adapted to their
wants. The pipes are painted and bronzed, and are quite ornamental ;
the space occupied and the cost are trifling, all making of fires and
attendance are dispensed with, and the annual cost of fuel greatly
reduced.

Radiator Governor. — If in addition to the numerous benefits claimed
for the introduction of steam in dwellings and public buildings, there
could be an automatic contrivance, which would occupy but little space,
would act with certainty, would not be liable to derangement, and
would maintain the temperature of an apartment perfectly uniform
night and day, — such a contrivance would seem to render the Holly
System perfect, and prove a luxury to those in health and a priceless
boon to invalids.

I am quite sanguine that this can be accomplished. I find by
calculation that a variation of even one degree can be made to move
the index valve 90 degrees, which is much more than is required with
all extremes of temperature.

By applying the index valve of Holly to the Walworth, and other
radiators, the governor could be adapted to any of them.

Having now described as briefly as possible the system of Birdsill
Holly, and its mode of application, I now propose to discuss the pneu¬
matic principles involved, and determine the resistances to be encoun¬
tered, and the losses to be sustained in the transmission of steam to
long distances, and furnish rules for the determination of questions in
regard to the sizes of mains and service pipes, velocity, consumption,
and disposition and size of plant.

DISCHARGE OF FLUIDS THROUGH ORIFICES.

The velocity acquired by a body falling freely in vacuo is eight times
the square root of the height, both the velocity and height expressed
in feet, and time in seconds.

GENERAL HERMAN HAUPT’S REPORT.

The velocity of fluids escaping through an orifice follows the law of
falling bodies, and is expressed by eight times the square root of the
height, in feet.

This result is not practically correct, as the discharge is less than
would be due to the full area of the orifice. The particles in escaping
reduce the diameter by contraction of vein to .8, and the area to
about .64 of the full area of the orifice.

In the case of elastic fluids the density of a vertical column would
diminish from the bottom to the top, and the height, in estimating the
volume of discharge, must be taken as that of a column of uniform
density, the height of which would be equal to the pressure at the
orifice.

Where the discharge is made into a receiver containing the same
fluid at a reduced pressure, the differences in pressure must be taken
in determining the height and velocity.

A remarkable exception to this law has been announced in a work
on steam, published in London, 1875, by D. K. Clark, in which it is
stated that the application of the formula for gravity is limited to cases
in which the resisting pressure does not exceed about 58 per cent, of
pressure which causes the flow. The flow is neither increased nor
diminished by reducing the resisting pressure below about 58 per cent,
of the absolute pressure in ihe boiler. For example, the same weight
of steam would flow from a boiler under a total pressure of 100 pounds
to the square inch, into steam of 58 pounds total pressure, as into the
atmosphere.

The author states that for this remarkable discovery he is chiefly
indebted to the experiments made by Mr. R. D. Napier, and refers to
a report on safety valves made to the Institution of Engineers and
Ship-Builders in Scotland in 1874.

Desiring to obtain further information on this subject, I requested
Prof. Geo. W. Plympton, editor of Van Nostrand’s Engineering Maga¬
zine, to see if he could find, in the libraries in New York, the report on
safety valves referred to. A letter has just been received in reply, in
which he states that he found the report at the rooms of the Society of
Civil Engineers, but that it merely quoted the deductions of the exper¬
imenter, Napier, in the same form as previously given. Prof. Plymp-

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HOLLY SYSTEM OF STEAM HEATING.

ton also states that Rankine discussed the same subject, and that
Napier contributed articles to “ Engineering ” on this topic in 1772.

If the conclusions of Napier be accepted as correct, it would appear
that steam escaping from an orifice into the air at a pressure of 25
pounds, acquires a velocity of about 800 feet per second, and attains a
maximum of 875 feet, after which the velocity remains constant, how¬
ever great the pressure. Some direct experiments on the velocity of
steam escaping from an orifice, just completed by Messrs. Holly and
Gaskill, of Lockport, give, in one case, 951 feet per second, and in
another, 1023 feet per second. These experiments were made with
great accuracy.

It is not difficult to uuderstand tfiat the velocity might be constant,
for the velocity is that due to the height of a column of uniform den¬
sity, whose weight is equal to the pressure. Now, if the pressure should
be doubled, the density and weight of a uniform column would also be
doubled, and the height which determines the velocity would remain
constant ; but the declaration that the weight of steam discharged
remains constant, requires confirmation.

The efflux of steam through an orifice fortunately has but little influ¬
ence on the discharge through long pipes where the velocities are com¬
paratively low, and the results will not be effected by any uncertainties
in regard to the velocity of flow through orifices.

RESISTANCE OF LONG PIPES TO THE FLOW OF ELASTIC FLUIDS.

This is one of the most important subjects connected with the prac¬
tical and extended application of the Holly System, and it is one upon
which comparatively little information can be obtained from books.
Mr. Holly states that he has searched in vain for any reliable informa¬
tion on the subject, and the only table I have found published, is
headed “ friction of air, steam and gas in long pipes,” without any rec¬
ognition of the influence of density, which would cause the results to
vary in the wide range of from 4 to 10. I propose, therefore, to give
this subject a careful consideration.

When engaged in maturing plans for tunneling the Hoosac moun¬
tain, I made a series of experiments in the friction of air in a tunnel at
Wicinisco. A pipe of wood was constructed about 1400 feet long and
4

GENERAL HERMAN HAUPT’S REPORT.

no square inches in area. The current of air was produced by a
vacuum fan, driven by a steam engine, the velocities determined by an
electrical apparatus, and the results demonstrated

1. That the resistance was in proportion to the square of the
velocity.

2. That the resistance was inversely as the diameter.

3. That the power required to pass a given quantity of air through
pipes of different diameters was inversely as the fifth powers of the
diameters. As a consequence it was found that it would require a
million times more power to pass the same quantity of air through a pipe
one foot in diameter, than would be required if the pipe were 10 feet.

At the Mt. Cenis Tunnel it was decided to use compressed air as a
motor, and the preparatory experiments were made at government
expense by a commission of gentlemen of eminent scientific attain¬
ments, consisting of Messrs. DeNerache, Giulio, Minabeia, Rura and
Sella.

Special experiments were instituted on long lines of metallic pipe,
continued by rubber hose, and observations made on pressure and
velocity. The elastic force of the fluid was ascertained at the com¬
mencement and end of the pipe, and a curved traced for the interpre¬
tation of the results, from which a table was prepared, giving initial
velocities in metres per second, diameters of pipes in decimals of a
metre, and friction or loss of tension in millimetres of a column of
mercury.

A copy of the report of this commission was procured for me
through the kindness of Professor Gillespie ; from it I calculated a
table in which pressures were expressed in pounds, velocities in feet
per second, and lengths in miles.

In using tables for the friction of elastic fluids through pipes one
peculiarity is observable. With dense fluids, such as water, the head
is an important element in calculating the loss by friction, but with
elastic fluids the initial velocity is given, and the head is not a neces¬
sary datum in the calculations where there is a free discharge ; but
when there is back pressure it would seem that the initial density, as
also the initial velocity, must be considered.

The explanation is this : Suppose pressure should be quadrupled,
the fluid being supposed perfectly elastic would be quadrupled in den¬
sity, and the power required to move it at a given velocity, which

HOLLY SYSTEM OF STEAM HEATING.

measures the resistance, would be quadrupled also, or would be as i to
4 ; but the velocity being as the square root of the head or pressure,
would be doubled also by quadrupling the head or pressure, and would
be as i to 2, and the resistance would be as (i)2 : (£)2, or Hence,
while the increase of density would quadruple the resistance, the reduc¬
tion of velocity due to that pressure would reduce it to one-fourth, or
the resistance of a given length with a given velocity would be con¬
stant.

This conclusion may be reached by another process of reasoning :
Where a fluid is discharged through a long pipe the pressure at the com¬
mencement is the head in the reservoir ; at the end where it discharges
it is nothing, or simply the head due to the velocity. The hypothenuse
of a triangle, of which the base represents the length and the perpen¬
dicular the head, will be the hydraulic gradient, and so long as head
divided by length or hydraulic gradient is constant, the velocity is con¬
stant and the discharge also. Now, if head should be quadrupled,
velocity remaining constant, length must be quadrupled also, and head
divided by length, which represents the friction per unit of length will
be constant also, and will vary in the same pipe with the square of the
velocity.

In determining the resistance of elastic fluids, density is an important
element, which appears sometimes to have been overlooked. That it
is important will be obvious from the consideration that the power
required to move a body is in proportion to the weight of the body
moved, and the weight is in proportion to density ; if density should
be doubled the resistance will be doubled, and if reduced the resistance
would be reduced proportionately.

Let us imagine two elastic fluids of equal height, but whose densi¬
ties compare as 1 to 2. As the heights are equal the velocities of dis¬
charge will be equal. On a line as above, representing a unit of length,
draw a perpendicular 1 and complete the triangle ; draw a second per¬
pendicular 2 and complete the second triangle. The perpendiculars at
any point will represent the pressure at that point, and the areas of the
triangles will be proportioned to the total resistance. As these areas
compare as 1 to 2, so will the loss by friction be as 1 to 2, or as the
densities.

GENERAL HERMAN HAUPT’S REPORT.

DEMONSTRATION OF THE LAW OF THE DISCHARGE OF ELASTIC FLUIDS
THROUGH LONG PIPES.

The quantity of steam discharged through a pipe of a given length
and diameter under a given pressure, and the losses by friction and
radiation, are questions which lie at the very foundation of the success¬
ful application of the Holly System, and without which it will be
impossible to form plans and prepare estimates for the supply of any
given district with confidence that mistakes will not be committed,
that the plans provided will not prove insufficient, and that mains will
not require to be torn up or duplicated after the lesson has been learned
from dearly bought experience that sound theory should have taught
in advance.

As it has been found impossible to procure from any known authors
on hydraulics or pneumatics just that practical information that will
meet the requirements of the present investigations, and as the writer
has ventured to enunciate a fundamental law on which the solution of
all problems relating to steam transmission must depend, and which is
not only not contained in books, but is in conflict with rules given by
popular authors, no apology will be necessary for the time and space
devoted to a demonstration of the law in question. This law may be
thus enunciated.

The discharge of steam, air or any elastic fluid, under pressure
through long pipes and at the volume due to atmospheric tension, is
equal to the water discharge under like conditions, multiplied by the
square root of the number which expresses the relative density at
atmospheric tension, as compared with water, multiplied also by the
square root of the initial pressure in atmospheres.

For example, air is 836 times lighter than water under ordinary
atmospheric tension, and if n— number of atmospheres of initial pres¬
sure, then the water discharge, as determined by the usual formula,
multiplied -\/83 6 =2 9 multiplied by y/n, will give the discharge of air;
and if the discharge of steam is required the multiplier will beV1?12
= 42 X Vn.

If, then, n should be 4 atmospheres total, including atmospheric
pressure, the difference of head to be used in the determination of the
water discharge would be 3 atmospheres, and water discharge X 42 X
y\/~4- = water discharge X 84= discharge of steam.

HOLLY SYSTEM OF STEAM HEATING.

In like manner, if the total pressure should be 9 atmospheres=i20
pounds indicated pressure, the discharge of steam would be = water
discharge X 42 V 9 = 126 times the water discharge under an equal
head.

And, in general, if w=the water discharge under any given head,
length and diameter of pipes, d— ratio of density of any elastic fluid,
as compared with water and at the volume due to atmospheric tension,
and n— number of atmospheres of initial pressure, then will the dis¬
charge, as compared with water, and at the volume due to atmospheric
tension, b e=wxVn d.

Let A B represent a pipe of any given length, say one mile, and A
C represent the pressure, say 60 pounds. The discharge of water at
B, in cubic feet per second, is given by the formula :

G =.07 6 2 <\/~d*

*/=diameter in inches, H=head in feet, or the difference in head
when discharging against a lower pressure, and L= length in feet.

If A C = 6o pounds, the head of water would be 60X 2.31 = 138.6
feet, and the discharge with a constant length would be as^H, or as
1 3 8. 6, and the area of a triangle of which A B is the base and
V138.6 = the altitude, would be proportionate to the water discharge —

or ABxV 138.6.

Now suppose that the fluid discharging at B should be steam instead
of water under 60 pounds indicated pressure, the actual pressure would
be 75 pounds, the number of atmospheres 5. The initial density five
times that of steam under atmospheric pressure, or L1~=^^2, and
the head due to a pressure of 60 pounds= 138.6X342 = 47,401 feet.

The discharge being proportioned to the square root of the head,
would be as ^138.6X342, or as 4/ 138.6 and if A B as before

GENERAL HERMAN HAUPT’S REPORT.

=base of a triangle, and 47401 = altitude, the discharges being as the
square root of the altitude, will be as the area of a triangle whose base
is A B and altitude= ^47401 = V 138.6 X 'v/I7I2~^~V5-

The water discharges and steam discharges being as the areas of
these triangles having the common base A B, will compare, !$%.(>
is to V13 8. 6^1712 = or if the water discharge be taken as unity,

then as 1 is to V 1 7 1 2 Vs*

But this expression gives the discharge under initial density, and if
the discharge is required at atmospheric tension, which is always desir¬
able for the sake of uniformity, the result must be multiplied by 5, and
the expression becomes V 1712X5. = V 5 = Vi7I2Xa/5? as previously
stated, or generally as d.

The head due to velocity has not been considered, as in questions
relating to discharges through long pipes, it is so insignificant as com¬
pared with the head due to friction, that it may safely be neglected. It
would not exceed, generally, a small fraction of a pound ; but if great

accuracy is desired the head, in feet, is readily determined, and is —

in which z/=initial velocity, and the head divided by the number of
feet at initial density required to make one pound, will give the pres¬
sure in pounds required for this velocity v , which is in addition to
friction. Suppose the length of the pipe should be increased, and
draw a line from D to the end of the pipe, intersecting the line n B at
P. The triangle D n P will be cut off, the perpendiculars, of which
will represent the loss of head by friction, and the square root of the
area, the discharge in cubic feet, and the same rule holds good if the
length should be less than A B.

Importa?it Observation. — Although almost self-evident yet, as very
erroneous ideas seem to have been entertained in regard to the friction
of pipes, it is necessary to state, emphatically, that in the discharge of
fluids through pipes — whether the fluids be elastic or non-elastic — the
whole of the head, less that due to velocity is absorbed by friction ;
and where there is a free discharge there is no pressure whatever at the
open end of the pipe.

Referring again to the diagram, if A B is a pipe a mile long and dis¬
charges water, steam or air freely at B under an initial pressure at A=
60 pounds, there will be no indicated pressure whatever at B unless the

HOLLY SYSTEM OF STEAM HEATING.

discharge be throttled, and the reduction of pressure from A to B will
follow the line of the hypothenuse, and the pressure at any point will
be represented by the perpendiculars. If, for example, the initial pres¬
sure be represented by A D, the pressure at B will be <?, the total loss
of pressure by friction in the distance A B will be 60 pounds. At any
point P the pressure will be represented by the perpendicular O P, and
the loss of pressure by O m .

But if the pipe is not discharging freely at B, the conditions will be
very materially changed, and a large percentage of the fluid may be
drawn off at intermediate points without affecting very seriously the
pressure at B, due to the initial head if the pipe were closed.

It has been asserted as the result of observation that at Detroit a
mile of pipe 6 inches in diameter was laid, and notwithstanding the
fact that a large number of consumers were using steam at interme¬
diate points, the pressure at the boiler and at the end was precisely the
same ; and the inference deduced therefrom was that steam can be
carried almost any distance with a loss of power that is scarcely
appreciable.

This is a great mistake, and it would be a fatal error if works were
planned and constructed with any such ideas. If the observed pres¬
sures at the two ends of the pipe at Detroit were the same, it resulted
from two causes : First, a want of sensitiveness in the gauges, which
often do not indicate within ten pounds of the correct pressure ; and
second, the intermediate consumers were drawing off a small percentage
of the capacity of the pipe.

1 will endeavor to elucidate this subject by a simple and practical
illustration :

Suppose a pipe be taken 6 inches diameter, one mile long, and 6o
pounds initial pressure. The water discharge will be i.i cubic feet
and the steam discharge=i.i\/i7i2X V5 = i°2 cubic feet of steam
per second.

A horse-power is one cubic foot of water evaporated per hour, and
one cubic foot of waters 1712 cubic feet of steam. Therefore, 1 7 1 2-f-
3 600 =.47 2 cubic foot per second = one horse-power.

And 102-^.472 = 216 horse-power = maximum capacity of 1 mile of
6-inch pipe under 60 pounds pressure.

But suppose the end B of the pipe is closed, and at the point P=£

GENERAL HERMAN HAUPT S REPORT.

of a mile from A, one-fourth of the whole capacity of the pipe is
drawn off, how will the pressure at B be affected ?

If discharging freely at B, the pressure at P, at J A B, will be f of
60 pounds, or 45 pounds, and the loss of pressure will be represented
by O m— 15 pounds. But if the end B is closed, and the discharge at
P is J capacity of pipe, then the velocity from A to P will be reduced
to and the friction, which is as the square of the velocity to (J)2 =
T*T, and the loss of head from taking off 25 per cent, of the whole
capacity of the pipe at P, would be i5XTV=-fii °f one pound, and
the pressure at B would be 59^ pounds as compared with an initial
pressure of 60 pounds.

If one-half the whole capacity of the pipe should be drawn off at
the middle point, or if there should be an equivalent thereto discharged
the reduction of pressure at the extreme end, instead of being 30
pounds, or one half, would be 620 x(^)2 = 7i pounds, and the pressure
remaining would be 52^ pounds.

These results, deduced from purely theoretical considerations, seem
to be entirely consistent and reasonable, but it is important to test
them by actual and careful experiments.

The experiments of Mr. Holly and Mr. Gaskill at Lockport were
made under circumstances peculiarly favorable to accuracy. A large
engine cylinder was used as a meter ; the contents, including clearance,
were 8.64 cubic feet; the number of cylinders discharged per minute,
66 ; cubic feet per minute, 570; distance from boiler equivalent to 168
feet of 2 -inch pipe in frictional resistance; boiler pressure, 50 pounds;
cylinder pressure, 30 pounds; loss by friction, 20 pounds.

From these data let us determine the friction in one mile of 6-inch
pipe under a head or pressure of 60 pounds.

If Mr. Holly gets a discharge of 570 cubic feet per minute in a pipe
2 inches diameter and 168 feet long, the discharge per second will be
570-^60=9.5, under total initial pressure of 50+15 = 65 pounds; as
the discharge is in proportion to square root of length, the discharge in
one mile =9.5 X V3W0-— *-78 cubic feet.

If the discharge is 1.78 cubic feet in a 2-inch pipe, the discharge
being as the square root of the fifth power of the diameter, it will be
in a 6-inch pipe 1.78X 15.6 = 27.76. If the discharge be 27.76, under
30 pounds, and under initial pressure of 50 pounds, the discharge at

HOLLY SYSTEM OF STEAM HEATING.

atmospheric tension under initial pressure of 60 pounds, would be
27.46 \/^=9i.6 cubic feet per second, as deduced from expe¬

riment of Messrs. Holly and Gaskill through a pipe obstructed by sev¬
eral bends.

We will now examine what should have been the discharge through
a pipe one mile long, six inches diameter, under 60 pounds head as
deduced from the theoretical law heretofore enunciated.

The water discharge is 1.1 cubic feet per second, and 1.1 X V1712
X^=I02, the theoretical discharge, and the difference, 10.6 is
fully explained by the eight bends in the pipe through which the steam
was transmitted in the experiment.

This result giving a greater theoretical than actual discharge, is the
more gratifying because it has generally been believed that theory was
unreliable, and that the actual results as deduced from observation and
experiment were far in excess of the capacity and pressure as given by
the books.

This is true, because in stating a rule the books did not always state
the conditions under which it was applicable, as for example the rule
that the discharge of air is equal to 30 J times the discharge of water
under like conditions, is true only at one initial pressure, and that a
very low one, while under high pressures the error from its application
may be several hundred per cent.

If theory is not sustained by observation and experiment, it only
proves that the theory is defective, and that the true law has not been
discovered ; but that there are natural laws is unquestionable, and these
laws, as applicable to pneumatics, are as immutable as those of
gravity.

Practical men proceeding without a knowledge of these laws, are
like mariners at sea without chart or compass.

I propose to show that the law of discharge that has been here given
is further verified by the careful and elaborate experiments made at the
Mt. Cenis tunnel.

GENERAL HERMAN HAUPT’s REPORT.

FRICTION OF AIR IN PIPES AS DETERMINED FROM THE EXPERIMENTS
AT THE MT. CENIS TUNNEL.

The scientific commission, appointed to conduct these experiments,
reported the following table as a condensation of their results :

Loss of tension per 1000 metres of pipe expressed in millimetres of a column of mercury.

Velocity of air at the en¬
trance of the pipe, in
metres, per second.

Diameter of pipes in the clear, in decimals of a metre.

O.IO

o-i.5

0.20

0.25

0.30

°*35

108

167

112

2 33

_ 1 56

117

An inspection verifies these laws :

1. Friction inversely as diameters.

2. Friction directly as squares of velocities.

To which may be added two other laws :

3. Friction directly as the length.

4. Friction directly as the density.

In comparison with other results the friction of 1 mile of 6-inch pipe
with initial velocity, 20 feet will be deduced from this table.

Assume any number, say a pipe .2 of a metre diameter and 5 metres
velocity, the loss in millimetres of mercury is 84.2 of a metres 7.874
inches; 5 metres per second =16.4 feet; 1000 metres =3 281 feet; 1
millimetre =.03 93 7 inches.

Then 84 X

7.874 202 03937 5280

x76Vx

X 3281 ~ 5,1 Pounds> as tlle resist-

6 10.4“ 2

ance of air, and for steam 2.5 pounds per mile, assuming loss of tension
to be in proportion to density.

We will now apply the law as deduced from the hydraulic discharge :
The discharge of water under a head of 60 pounds, length 1 mile
and diameter 6 inches, is 1.1 cubic feet per second.

Air is 836 times lighter than water. 60 pounds 5 atmos¬
pheres; 1. 1 X V836 X V^5 = 67.87 cubic feet per second, and at initial
density=67. 87^-5 = 13.57 cubic feet, and initial velocity 68 feet per
second, nearly.

HOLLY SYSTEM OF STEAM HEATING.

Now, if the loss of tension with initial velocity of 68 feet be 60

pounds, the loss with velocity of 20 feet will be 60X^2= 5.1 pounds.

This is precisely the loss of tension in one mile of 6-inch pipe dis¬
charging air under an initial velocity of 20 feet per second, as deduced
from the experiments of the Mt. Cenis Tunnel commissioners.

The law of discharge, above stated, seems to be completely verified
and established, both by the experiment in Europe and those made by
Mr. Holly at Lockport with the engine metre, and I think can be safely
relied upon as a basis of calculation of capacity of mains and losses by
friction in transmission.

The following table will be convenient, giving the discharge of steam
at the volume of atmospheric tension, the corresponding water discharge
under same head, diameter and length being taken as unity, and pres¬
sures varying by half atmospheres from 1 to 10:

Pressure

Atmospheres.

Initial

Densities.

Volume

Discharge.

1 1712 41.4

4 . 1141 5°-7

2 856 58.6

. 685 65.5

Ari

571 7Ir7

489 . 77.3

428 82.8

381 . * 88.2

342 . . •> . 92-5

31 1 . / . 97-3

285 101.4

263 . . . 105.9

245 . 109.6

228 113.2

214 117.0

201 120.5

190 124.1

180 127.7

171 130.8

TABLE OF THOMAS BOX.

In the valuable work on heat by Thomas Box, is given a table for
the friction of air, steam and gas in long pipes. The difference in

GENERAL HERMAN HAUPT’s REPORT.

density is not recognized in this table, but it was probably intended
for air, as this fluid was more particularly under discussion. Under
this hypothesis, the results will be compared with our assumed standard
of velocity, 20 feet, length one mile, diameter six inches.

The table gives the head to overcome friction with velocity of 10
cubic feet per minute through a two-inch pipe for a distance of one yard
=.000162 pounds.

Area of 2-inch pipe =3.1416 and 1 o X — *^6o~- 77— velocity in
feet per second.

.000162 X 1760=. 2 85 1 20= friction per mile in 2-inch pipe.

.285120X1 =.095o4=pounds per mile friction in 6-inch pipe, veloc¬
ity .77.

.09504X —3=6.3= friction of air in a 6-inch pipe for a distance of

one mile and velocity 20 feet per second.

The friction of steam at atmospheric density should by the same
rule be 3.15 pounds, which is in excess of the results deduced from
formula, from the Mt. Cenis experiment, and from other experiments.

FORMULA OF WEISBACH.

Weisbach gives the following formula for the friction of air through
long pipes :

l v ®

/=. 0256 X -7 X — in which
y d 2g

/=length in feet;

d— diameter in feet;

z/=velocity in feet per second ;

/= height of a column of air equal to the resistance by friction.

To test this formula, assume length =1 mile, diameter 6 inches or
.5 of afoot, andz/=2o feet. Then friction of one mile represented

by a column of air equals .0256 =1700 feet.

•5 64

But 1700 feet of air, if at atmospheric tension, would be equivalent
to about two feet of water, weighing less than one pound, while from
other data, both theoretical and experimental, it is known that the
friction is five pounds. If the initial, instead of the terminal density
is intended to be used, the difficulty is that there is no way given for
the determination of this density, and the formula, even if correct, is
practically useless.

HOLLY SYSTEM OF STEAM HEATING.

So also the rule of the engineer’s pocket-books, that the discharge
of air is 30^ times the discharge of water under like conditions, is
entirely fallacious. It can be true only at one pressure, and that a
very low one, and it fails to recognize the varying densities of elastic
fluids under varying pressures, without which no rule can be reliable.

PIPES OF EQUIVALENT RESISTANCES.

When a line of pipe consists of portions whose diameters are not
uniform, it is necessary to make a correction by substituting the length
of pipe of uniform diameter that would give an equivalent resistance.

It has been stated that where quantity is constant and diameter varia¬
ble the friction is inversely as the fifth power of the diameter.

If the friction in one mile or one unit of length of one-inch pipe be
taken as unity, the number of miles of pipe of any other diameter will
be given by the following table, giving equal resistance :

1 inch pipe

4 “

2 “

4 “

1 1

7.5

32.

97.65

243.

1024.

3125.

7776.

16807.

32768.

59049.

IOOOOO.

161051.

248832.

FORMULA FOR CALCULATING TABLES OF LOSS OF HEAD BY FRICTION.

It has been seen that in the transmission of steam through a pipe
six inches in diameter and one mile long the loss by friction was 2.5
pounds, with an initial velocity of 20 feet per second.

For any other length we have these laws :

1. The friction is as the length.

2. The friction is inversely as the diameter.

3. The friction is as the square of the velocity.

4. The friction is as the density.

GENERAL HERMAN HAUPT's REPORT.

As a basis of calculation, it will be convenient to determine the fric¬
tion of steam in i mile of i-inch pipe, with an initial velocity of one
foot per second.

The friction in i mile of 6-inch pipe, and initial velocity 20, being
2.5 pounds with steam, the friction in a pipe 1 inch in diameter will
be 2.5x6 = 15 pounds under the same velocity; and the friction with a
velocity of 20 feet per second being 15 pounds, the friction with a

velocity of one foot per second will be 15 X -^=.0375.

For any other diameter or velocity the expression becomes :

Friction per mile =.03 7 5 X^-.

The initial velocity must be determined from the discharge, and the
terminal discharge, as previously stated, is = water discharge X a/i 7 1 2
xVn, in which n— the atmospheres of pressure. This discharge divi¬
ded by n gives discharge at initial density, and the discharge at initial
density in cubic feet divided by the area in square feet will be initial
velocity.

TABLE OF LOSS BY FRICTION FOR STEAM IN POUNDS PER SQUARE INCH
FOR ONE MILE OF PIPE, WITH INITIAL VELOCITIES AS GIVEN IN THE
FIRST COLUMN IN FEET PER SECOND, AND DIAMETER OF PIPES FROM
ONE TO 1 2 INCHES.

For any other diameters or velocities observe:

1. The friction is as the square of the velocity.

2. The friction is inversely as the diameter.

HOLLY SYSTEM OF STEAM HEATING.

3. The friction is directly as the length.

4. The friction is directly as the density.

CAPACITY OF MAINS AND VELOCITY OF STEAM.

The discussions in the preceding pages will indicate a simple man¬
ner of obtaining the discharge of any elastic fluid through pipes, and, as
a consequence, its velocity when the diameter is known. It is only nec¬
essary to calculate the water discharge under the same length, diameter
and pressure, and multiply the result by the square root of the number
expressing the relative density, multiplied by the square root of the
number of atmospheres of initial pressure.

The limit of velocity is found in the discharge through an orifice, or
short pipe of not more than two diameters, and appears from the
experiments of Messrs. Holly and Gaskill to attain its maximum at
about 1000 feet per second, between which and zero the velocity will
vary with pressure, diameter and length.

Assuming a maximum effective pressure of 60 pounds per square
inch in the mains, the water discharge in a six-inch pipe 100 feet long

will be, per second: cubic feet=. 0762V 65X6^)’31 — 7.85 cubic feet,
and 7.85 X a/ T700X ^~s = 7.85 X 41.3 X 2.24=726 cubic feet, and 726
-4-. 2 X 5 = 726= initial velocity of the steam on entering the pipe.

If the length of pipe were 1000 feet the discharge and the velocity
would be reduced in proportion or ^=229 feet per second.

The general formula for the discharge of steam is, in cubic feet per
second, at atmospheric density.

C-. 0762 v^Xa/Jx 41-3 xV/; or r=3i.47A/V5X a/^X a//, in *
which d— diameter in inches.

H=head, in feet, of water.

L= length in feet.

/= density in atmospheres.

If it be found most convenient to express the pressure in pounds,
instead of feet, of water, the constant 31.47 will become 47.73, and H
will then represent pounds of effective pressure.

The following table, calculated from the above formula, will facilitate
computations on the capacity of mains for the transmission of steam,
and the same table may be used for air by multiplying byA/^=-~?-—

J, nearly:

GENERAL HERMAN HAUPT’S REPORT.

C/3

fc-H

fa fa
fa fa
fa Q

X
fa

fa fa

fa u

o o

d oo
cooo

MnOMOM
Tfvo •
h O' ' o o
• • ON ON VO

co ci m d

't N H

!>■ M

tovo
co ■'T

Ov • •

• On vO
O O
CO O lO
M M

M CO oo o

co 0O N VO
O vO CO m
d Cl CO tT

■"T

M N H O M Tf H N ON vO .

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vO O ^ m •lomtO't'tO OSOOvO

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3830

HOLLY SYSTEM OF STEAM HEATING.

For any other length than one hundred feet, divide the numbers in
the table by the square root of the length in feet, and multiply by ten.

For discharges at initial densities, divide the numbers in the table by
the pressures in atmospheres.

For initial velocities, divide the discharge at initial density by area in
square feet, the quotient will give feet per second.

LOSS OF STEAM BY CONDENSATION.

The only data on this subject applicable to the solution of the prac¬
tical and economical questions presented for our consideration are
derived from the experiments and observations of Mr. Birdsill Holly.
To him is due not only the credit of the grand conception of utilizing
steam at great distances from the point of generation, but also of the
details of protection and the mechanical contrivances by which such
utilization became possible.

Preparatory to any discussion of this portion of the subject, a state¬
ment of some of the experiments, which furnish necessary data, will be
given, and they will be numbered consecutively for convenience of
reference :

Experiment No. 1.

Forty feet of 6-inch pipe, 400 feet of 4-inch pipe and 1,600 feet of
3-inch pipe were connected ; steam blown through to expel the air ;
the end closed ; 60 pounds steam at boiler, admitted until pipe was
filled ; then shut off and allowed to cool down to the temperature of the
atmosphere. The pipes were protected as hereinbefore described.

The time required to condense the four atmospheres was as follows :

From 60 to 45 pounds . 18 minutes.

“ 45 to 30 “ 28 “

“ 30 to 15 “ 40 “

“ 15 to atmosphere . 54 “

Experiment No. 2.

A pipe 1,600 feet long and 3 inches diameter was laid on a descend¬
ing grade of 20 feet in the 1,600. The lower end was provided with a
trap, which permitted water, but not steam, to escape. The pressure
was nearly constant at both ends of the pipe — about 20 pounds. The
condensation water, accurately weighed, was 82 pounds per hour, rep-
6

GENERAL HERMAN HAUPT’S REPORT.

resenting 9 pounds of coal or 2J per cent. The duration of the
experiment was 12 hours. The condensed water 31.2 cubic feet in
24 hours.

Experiment No. 3.

Test on condensation from radiators. Square feet of radiating sur¬
face, 40.

The water from the condensed steam per hour was :

At atmospheric pressure . 13.25 pounds.

“ 10 pounds “ i7-25 “

“15 “ “ 18.00 “

“25 “ “ 20.25

Previous tests indicated that condensation dbubled with an increase
of 30 pounds pressure. Tests, at different times, did not give uniform
results.

ADDITIONAL DATA DERIVED FROM OBSERVATION AND EXPERIMENT.

Experiment No. 4*

One cubic foot of steam is allowed to heat one cubic foot of space
for 16 hours per day.

Experiment No. 5.

A test made in the winter with 32 pounds pressure, instead of 25,
increased loss by condensation in 3-inch pipe, 10 per cent.

Experiment No. 6.

The loss from condensation alone in small steam boilers, used for
heating purposes, is from 40 to 60 pounds of coal per day, to hold 10
pounds of steam, and not draw any out. Proved by careful tests.

Experiment No. 7.

The evaporation of the small boilers for heating purposes is only
four pounds of water per pound of coal.

Experiment No. 8. — Amount of Radiator Surface required for heating.

One square foot of steam radiator surface to 100 cubic feet of space
in well protected situations.

One square foot of radiator to 60 cubic feet in exposed situations.

One square foot of radiator to 250 cubic feet in large churches and
similar buildings.

HOLLY SYSTEM OF STEAM HEATING.

Experiment No. 9.

Steam through coil heating water, communicates 335 units of heat
per square foot per hour for each degree of Fahrenheit.

Experiment No. 10.

The indirect for heating air in basement, contains an upper and a
lower coil of inch pipe, each of which requires 3^ lineal feet for each
'150 cubic feet in the building which it ventilates and warms.

DISCUSSION OF EXPERIMENTS.

No. i gives the relative time of cooling from four atmospheres. The
temperature at a pressure of four atmospheres, (60 pounds indicated,)
^307°; at three atmospheres, 2940; at two atmospheres, 2750; and
at one atmosphere, 250°.

A cubic foot of water converted into steam contains 6 2. 5X1172 =
73250 units, and 73250-4-1728 = 42 units of heat in one cubic foot of
steam at 2120. If five cubic feet be compressed into one, the con¬
tained units will be 42 X 5 = 2 10.

The first 42 units was condensed in 18 minutes, =2.33 per minute.

The 2d “

I.50

The 3d “

I.05

The 4th “

O.80

These numbers are in the ratio of 100, 13 1, 187, 291.

The differences which express the loss of units are 31, 56, 104, or
nearly twice as many heat units are lost in a given time under a pres¬
sure of 60 pounds and temperature 307 °, as under 45 pounds and

294 .

But the quantity discharged, or the capacity for transmission, varying
as the square root of the pressures, is as the numbers 11.77 at 60
pounds, 10.19 at 45 pounds, 8.33 at 30 pounds, and 5.9 at 15 pounds,
and the differences in heat units at these pressures will be represented
by

5.9X25o° = i475.

8.33X 275° = 229I.

10.19X 294° = 2996.
h.77X3o7°=36i3-

Or in proportion as 100, 155, 203, 244.

GENERAL HERMAN HAUPT’s REPORT.

While therefore pressures of 15, 30, 45, and 60 pounds result in
losses of heat units represented by 100, 13 1, 187, 291, the capacity
for carrying heat units increases as 100, 155, 203, 244. At 60 pounds
it appears that the increase of loss by radiation is somewhat greater
than the increased capacity for transmission of heat units, which would
seem to indicate that a pressure of 60 pounds is a proper economic
limit.

To determine from Experiment No. 1 the percentage of loss.

Suppose the steam to be transmitted to a distance of 1 mile through
a three-inch pipe, to the limit of its capacity. The temperature of 60
pound steam is 307 °, and the loss per cubic foot of steam per minute
has been given at this temperature as 2.33 units.

A cubic foot at atmospheric density would occupy 20 feet in length,
and at the density of five atmospheres, four feet in length.

The cubic feet in one mile of three-inch pipe would be 5280-^4=
1320, and the heat units lost by cooling would be 1320X 2.33 = 3080.

The capacity of a three-inch pipe one mile under 60 pounds pres¬
sure discharging at atmospheric density is .0762 Xa/ 3s X V60 X 2.3 1 -4-
V5280 X X 15.6 X 1 r. 7 -5- 72.7X41*3X2.24=20

cubic feet per second, or 1200 cubic feet per minute at atmospheric
density, equivalent to 240 cubic feet under five atmospheres. As one
cubic foot occupies a space of four feet, 240 cubic feet would occupy
a space of 240X4—960 feet, and 5280-^960=5.5 minutes for the
time of passage one mile.

Now if one cubic foot loses 2.33 units of heat per minute, 240 cubic
feet X 5.5 minutes X 2.33 = 3080 units loss per mile per minute in the
three-inch pipe.

But the capacity being 1200 cubic feet per minute, 1200X42 =
50400 units, and the loss is therefore 6 per cent, per mile in a three-
inch pipe, nearly.

The capacity of a six-inch pipe as compared to a three-inch pipe is
5.66 to one, and its radiating surface two to one. The proportionate
condensation in a six-inch pipe should be 2.1 per cent., and in a 12-
inch pipe about one per cent.

Discussion of Experiment No. 2.

As the 1600 feet of pipe were laid on a descending grade, the water

HOLLY SYSTEM OF STEAM HEATING.

of condensation, 82 pounds per hour, should represent accurately the
number of heat units lost by condensation.

The pressure being 20 pounds at both ends, the temperature was
228°.

The heat units in each pound of steam above 2 12° = 960.

The heat units lost in 82 pounds per hour condensed, were 82X960
= 78720, and per minute 1312. The capacity of a three-inch pipe
1600 feet long per minute in steam at 20 pounds pressure is in cubic

feet at atmospheric tension .0762 X V3 5 X — X4i-3X6oX
= 765 cubic feet per minute.

62.5-4-1700X765 = 28 pounds. 28X966 = 27044 heat units per
minute transported through the three-inch pipe, and as 1312 units were
lost per minute, the percentage of loss in 1600 feet of three-inch pipe
would be 4.8. As compared with one mile of six-inch pipe we would
have relative capacity under equal pressure 1 to 5.66; relative radiat¬
ing surface 2 to 1. Then 4.8 Xf X^-,^ Xff$£=5.5 per cent, for con¬
densation in one mile of 6-inch pipe as against 2.1 per cent, deduced
from experiment No. 1.

In a 1 2-inch pipe, as compared with a six-inch pipe, the capacity is
as 499 to 88, and the radiating surface as 2 to 1. The percentage of
loss in a 12-inch main should therefore be 1.8, if worked to its capacity.

•

Experiment No. 3.

Forty square feet of radiating surface condensed, say 15 pounds of water
in an hour, at ordinary pressure of 5 to 10 pounds in radiator; 15
pounds of water in steam contain above 2 120; 15X966 = 14490 units
of heat =1^=362 units per hour per square foot of radiator.

The specific heat of air, as compared with water, is 0.2377.

To raise 1 pound of air from 320 to yo°=$S°, will require 0.2377 X
38=9 units.

One pound of air=i3 cubic feet at 6o°.

One square foot radiating surface would raise from 320 to 70°, 362
X 134-9 cubic feet of air per hour=524 cubic feet, assuming no loss
by radiation or openings, raised in one hour from 320 to 70°.

The usual allowance is from 60 to 250 cubic feet per foot of radiat¬
ing surface, according to exposure and other conditions.

A consumer with 12,000 cubic feet of space, and 80 cubic feet per

GENERAL HERMAN HAUPt's REPORT.

square foot of radiating surface, would require 12,000=80=150 square
feet radiator surface, and 150X362 = 54,300 heat units per hour, or
54,300=3,600=15 units per second.

The capacity of a 6-inch main under 60 pounds pressure will be, in
one mile, .0762 X V/65x 41. 3 + V 5 = 103 cubic feet of steam,

and 103X42 = 4329 units per second.

Deduct loss by condensation in one mile of 6-inch pipe, 5 J per cent.
= 237 units, leaves available 4089 units, and 4089=15 = 273 consumers
supplied by a 6-inch pipe at a distance of one mile on this basis.

But, if one cubic foot of steam be allowed to one cubic foot of space
for 16 hours, the 6-inch pipe at an average distance of one mile would
supply 500 consumers.

If it be assumed that one pound of coal evaporating 9 pounds of
water furnishes an average of 1 000 available heat units per pound after
deducting condensation, then one pound of coal represents 9000 heat
units, and a consumer with 150 square feet radiator, using heat 16
hours, would represent pounds of coal per day 150X362X16 = 9000
= 96 pounds, or 6 pounds per hour, at a cost of cents per hour
at $5 per ton for the whole building, containing an average of 6
ordinary apartments, well heated, assuming inside temperature 70° and
outside 3 20. This is much more than average consumption.

•

Experivient No. 4.

One cubic foot of steam will heat one cubic foot of space 16 hours.

One cubic foot of steam contains of available heat units 62.5 X 1000
= 1700=37.

One pound of air raised from 320 to 70° required 9 units.

One pound of air is 13 cubic feet.

One cubic foot requires .7 of a unit.

Thirty-seven units would heat the cubic foot of air from 320 to 70°
50 times in the 16 hours, and if the apartment was protected from
drafts should be much more than sufficient. Experience in such mat¬
ters is the only safe guide. Mr. Holly’s data are, he claims, based on
observation and tests. On the basis of one cubic foot of steam to
heat one cubic foot of space for 16 hours, 12,000 cubic feet of space
would require 1 2,000 X 42 = 504,000 heat units, representing 56 pounds
of coal instead of 96, as deduced from No. 4.

HOLLY SYSTEM OF STEAM HEATING.

Experiment No. 5.

A winter test of condensation made probably in the same manner as
former ones, by the weight or measure of condensed water, gave io
per cent, more condensation at a pressure of 32 pounds than a former
test gave at 25 pounds.

Observation. — The discharges were as or as 5-6 : 5. The
condensation was increased in the same proportion as the increased
discharge, and, consequently the percentage measured by heat units
transmitted was nearly constant.

Experiment No. 6.

If 40 to 60 pounds, say average 50 pounds, of coal, are lost daily in
simply keeping up the fire without drawing out any steam, this amount
of coal would, at the station properly used, produce 50 X 9^62.5 X
1,700=12,440 cubic feet of steam, capable of warming a house of
average consumption 16 hours. All this heat is, on the old system,
entirely wasted ; or, expressed in other terms, the waste on the old sys¬
tem is equal to the whole average consumption on the new.

Experiment No. 7.

The evaporation of four pounds of water to one pound of coal in
small boilers, as against the regular duty of 9 pounds at the station,
shows that the actual heat units utilized in warming a building on the
old system require 2^ times the coal, as compared with the Holly Sys¬
tem, in addition to the 50 pounds of coal lost per day by condensation,
as stated in No. 7.

Observations 8, 9 and 10 require no comment; they furnish data for
estimates.

Observation. — It appears from experiments discussed that 5^ per
cent, for a distance of one mile in a six-inch main will be sufficient to
cover losses by condensation when transmitting steam to the limit of
the capacity of the pipe, and there are no other losses where steam is
used for warming buildings. Although the condensation is greater at
60 pounds pressure and temperature of 307 °, measured by the number
of units condensed, yet, as the units transmitted are greater, the per¬
centage of loss is nearly constant.

In pipes of other diameters it may be assumed as practically correct
that the condensation is inversely as the diameter.

GENERAL HERMAN HAUPT’S REPORT.

From experiment No. i it appears that the loss of heat units from
one cubic foot of steam per minute will be

At 60 pounds, 307°, 2.33, or per hour . 139.

“ 45 “ 294°, 1.50 “ 90-

“ 30 “ 275°, i.os “ 63-

“ 15 “ 250°, 0.80 “ 4&

As the pipe was three inches in diameter, 20 feet were required to
contain one cubic foot, presenting 16 square feet of radiating surface,
and it follows therefore that the loss of heat units per square foot of
radiating surface will be

At 60 pounds

8.7

5.6

4.0

3-0

A one-inch service pipe, carrying steam at 30 pounds, and for a dis¬
tance of 100 feet will lose by condensation 26.2X4=105 units per
hour. Its carrying capacity under this pressure will be .0762 X

/V/^^^'X4I-3X ^3X42 = 196 units per second. 196 units per sec-
ond= 196X3600=705600 units per hour.

A consumption of 12000 cubic feet of steam at 2120 in 16 hours,
equivalent to one cubic foot of steam for each cubic foot of space, is
equal to 750 cubic feet per hour, and 750X42-^3600=8.7 units of
heat per second which is only one twenty-second of its capacity. The
loss by condensation is J of 1 per cent, in 100 feet from these data.

The condensation in 100 feet of service pipe will in this case amount
to .33 of one per cent, on the consumption which it supplies, or at the
rate of 17.6 per cent, per mile.

Condensation in Pipes of Different Diameters. — With the same pres¬
sure and length the capacities for transmission vary directly as the
square roots of the fifth powers of the diameters, while the radiating
surface increases only in proportion to the diameters. If therefore the
loss in one mile of six-inch main be taken at 5^ per cent, of the heat
units transmitted, the percentage of loss in a pipe of one inch would
be 5.5X88-^6 = 80 per cent, of the heat units transmitted one mile
discharging at the limit of capacity.

HOLLY SYSTEM OF STEAM HEATING.

For a 2-inch pipe the percentage would be 8oX 2-^5.66 = 29.0 per cent.

1 1

80X3 = 15.6 = 15.4
80X4=32 =10.0
80X5 = 56 = 7.1
8ox6-j-88 = 5.5
80X7^-13° = 4-3
80X8-M81 = 3.5
80X9=243 = 2.9
80X 10-^317 = 2.5
80 X 11 = 401 = 2.2
80X12-^499 = 1.9

It appears therefore that in large mains the percentage of loss by
condensation is trifling, and in service pipes it would appear desirable
that the diameter should be as small as possible consistent with a full
supply, that a fair velocity may be maintained, and that radiating sur¬
face in proportion to units transmitted be reduced as low as possible.

TRANSMISSION OF HEAT BY WATER AND CAPACITY OF MAINS AS COM¬
PARED WITH STEAM.

Water, in consequence of its great capacity for heat, can be made
the vehicle of transmission of a large number of heat units, but this
advantage is neutralized to a great extent by the fact that its density
causes it to move with low velocity ; and, if returned for reheating, as
the advocates of the system propose, a double line of pipes will be
required, which will largely increase the cost beyond the proportionate
increase of capacity.

Suppose that a three-inch hot water main could transport as many
units of heat in a given time as a six-inch steam main, the water main
must be doubled by the return pipe, and the cost of pipes and laying,
as appears from an inspection of Mr. Holly’s tables, based on actual
cost, would be precisely equal, independently of the expense of pump¬
ing back into the boiler, so that nothing could be gained on the score
of economy of plant.

To compare the two modes of transmission, it would be fair to take
as a basis equal capital invested, and allow a three-inch main for hot
water and a six-inch main for steam, the cost of the two being equal ;
but the comparison will first be made with mains of equal size, and the
7

GENERAL HERMAN HAUPT’s REPORT.

question considered with reference to units of heat transmitted, and
the cost at which they can be furnished to the consumer for the portion
actually utilized.

WHAT IS THE HOT- WATER SYSTEM ?

As explained by its advocates in the newspapers, it consists in provid¬
ing a boiler in which water is heated to the temperature of 350 pounds
pressure, then transmitted through pipes, converted into steam at a
pressure of from 1 to 50 pounds per square inch, as may be desired,
and returned to the boiler by means of a pump to be reheated. “ It
is stated that the power can be used to drive machinery ; that the most
obvious advantage, as compared with steam is, that the hot water
weighs 62^ pounds per cubic foot, while steam of the same tempera¬
ture weighs only a few ounces ; hence, a vastly greater number of units
of heat may be conveyed by water in the same-sized pipe.”

These declarations will be submitted to the test of calculation, it being
remembered that it is only the number of units of heat capable of being
utilized that can be estimated ; units of heat traveling around a circle
and pumped back into the boiler cannot accomplish anything useful,
but must involve expense and loss of power in transmission.

Assume a pipe six inches in diameter and one mile long. The hot
water returned at 2120 and pumped back into the boiler, the excess
above 2 120 being supposed to be utilized for heating purposes.

The water discharge under 350 pounds pressure, and distance one
mile, will be .0762 X 88 X V^x2^1 — 2.6 cubic feet per second.

5280 v

The steam discharge at the same pressure at the boilers will be 528
cubic feet, and the velocity of the steam 203 times greater than water.
But the water must be returned to the boilers, and must travel two
miles, while the steam travels one ; this will reduce the discharge in the
proportion of \l 2 to 1, and the 2.6 feet will become 1.85 cubic feet
relative velocity 1 to 285. The temperature of water or steam under
350 pounds pressure is 431 degrees.

If the water be supposed under conditions most favorable to the
system to be returned to the boiler for reheating at 2120, the greatest
number of heat units that could by any possibility be utilized would be
1.85 X62.5 X 2i9° = 25320 units per second, but this amount is largely
in excess, for if the whole of the water were returned 2.1^=175 pounds

holly system oe stLaM HEATiHO.

pressure on the return main, would be required to send it back to the
boiler, and the units in the return pipe are not utilized, but allowing
that steam has been used, and only the water due to a pressure of 120
pounds is returned, the quantity utilized can be determined. 1.85 X
62.5 X 431° = 4983 2 units per second. The temperature at 120 pounds
is 346°. Now for 100 pounds of water reduced in temperature from
43 1 0 to 346° by reduction of pressure, there would be liberated, as
shown by calculation, ten pounds steam at 346°, leaving 90 pounds
water at same temperature.

This ten per cent, of steam, omitting losses by radiation, is all that
can by any possibility be utilized, and if the condensed water be allowed
to flow off, for it cannot be returned to the boiler without pumping
against the pressure in the mains, the total units of heat per second
capable of being utilized will be 10,000, assuming 1000 units per
pound.

The steam pipe would carry 528 cubic feet, each cubic foot contain¬
ing 42 units, and 42 X 528=22176 units, all of which would be utilized.

The relative capacity for transportation of available units would
therefore be as 22176 to 11.560, or as 1 to 2.22 in favor of steam.

But it must be remembered that this difference is simply in capacity
of mains, and not in cost, which is the practical question. It requires
precisely as many pounds of coal to produce a given number of units
of heat in hot water as in steam, and if the water pipe carried a greater
number of available units, which it does not, it must be remembered
that it has required a proportionate number of pounds of coal to produce
them. There is clearly no advantage is reducing size of mains, if that
reduced size is secured at increased cost, particularly when it is con¬
sidered that for each cubic foot of contents the radiating surface in the
small pipe is increased in proportion to the difference of the diame¬
ters. For example a six-inch pipe requires five feet in length to con¬
tain a cubic foot of volume and presents 7^ square feet of radiating
surface, while a three-inch pipe requires 20 feet in length for a cubic
foot, and the radiating surface is 15 square feet, and with return main
30 feet or 4 to 1 against the hot water pipe.

Omitting considerations of condensation the true practical basis of
comparison would be capacity of mains in proportion to cost and as a
three-inch water main with return costs when laid precisely as much as

GENERAL HERMAN HAUPT S REPORT.

a single six-inch steam main, the relative capacities will be compared.

These capacities are in the proportion of the square root of the fifth
powers of the diameters, or as i to 5.66, and if the six-inch pipe trans¬
ported 10,000 available heat units per second, the three-inch pipe could
carry only 10,000-4-5.66=1767, against 22176 units carried by a steam
main laid at the same cost, giving an advantage of more than 1 2 to 1 in
favor of steam, on the only point upon which the advocates of hot
water claim superiority. Clearly the capacity to transport a greater
number of heat units cannot be claimed to be of value if these units
cannot be utilized.

We have now considered the conditions most favorable to the hot
water system. In other important particulars the advantages are over¬
whelmingly in favor of steam. The objections to hot water as a vehi¬
cle of transmission other than those already stated, are

1. The double loss by condensation from the necessity of having a
return main.

2. It is generally supposed that the water of condensation from the
heat utilized by consumers is to be returned into the boiler through
the return main ; this is impracticable. If the mains are connected
at the extreme end, as will be necessary to cause circulation, the pres¬
sure on the return main at the commencement will be half the boiler
pressure, less pressure due to water or steam used, and it will be impos¬
sible without a pump at each building, to return the condensed water
into it. In fact the condensation from all the heat utilized must be
wasted, none of it can be returned.

3. The portion of water that can be returned to the boiler by
means of a pump is only that which remains as water when the pres¬
sure is reduced to 15 pounds, and the temperature to 2120.

4. To pump this water back into the boiler against a pressure of
350 pounds will require an amount of power represented by coal which
will exceed the whole amount required to heat the water originally.

5. To force the water back through the return main will cause the
loss of another large percentage of power and coal.

6. To waste the water and not return it, would be to waste a large
percentage of the heat generated.

7. It seems impossible to utilize the hot water system in any way

HOLLY SYSTEM OF STEAM HEATING.

without the expansion joints, junction boxes, and other appliances and
combinations that are covered by the Holly patents.

8. To use hot water as a fuel to generate steam in other boilers is
impracticable, and if practicable would not be economical.

9. To use the steam liberated from hot water by reduced pressure
as a power, is less economical than to use the steam directly from the
mains or to generate it in the usual manner.

These propositions will be more fully considered :

1. The double loss by condensation in the double line of pipes is
obvious and requires no explanation.

2. There must necessarily be a heavy pressure on the return main,
which is required to bring the water back to the boiler to be reheated.
If no water had been wasted or steam consumed, this pressure at the
commencement of the return main would have been one-half the
initial pressure, or 175 pounds, but if ten per cent, be utilized in steam
and 90 per cent, returned to the boiler, the pressure required to return
it will 1 41 pounds.

3. The portion of water that can returned to the boiler under the
conditions assumed is ninety per cent, of the quantity forced from the
boiler, or 1. 88 X. 90= 1.665 cubic feet per second, with a velocity of
8.325 feet per second in a six-inch pipe.

4. The area of a six-inch pipe is 28 square inches, and the pres¬
sure to be overcome in pumping the water back into the boiler is 350
pounds per square inch, or 28X350 = 9800 pounds. The velocity be¬
ing 8.325 feet per second, or 500 feet per minute, the power required
to pump this water back, with usual allowance of 33 per cent, for fric¬
tion, will be 225 horse power. The power expended at the boiler in
circulating the water when it started on its course was 165 horse power
or the coal required to pump the water back against the assumed pres¬
sure of 350 pounds is greater than the coal required to generate the
heat proposed to be utilized.

This fact should be obvious without any calculation, for if the water
returned to the boiler with its force expended, it would require as much
power to return it, as was required to put it in circulation, indepen¬
dently of friction of machinery, but this friction would increase it 33
per cent, if the quantity returned was the same ; and the quantity
returned must be the same, because any steam or water lost in trans-

General Herman haupt's repoR'E.

mission must be replaced by other water pumped into the boiler against
the same pressure.

5. The pressure required in the return main has been shown to be
1 41 pounds, and the only office performed by it, is to return a portion
of the water to be pumped back, at a cost of fuel greater than the
whole expenditure for heating the water originally.

6. If the water is allowed to run off and is not returned, the steam
above 2120 only being utilized, there will be a loss of 23,380 units in the
water, and the steam will carry 45,120 units, the loss being 33 per
cent, of the heat units generated.

7. The hot water system cannot be applied without junction boxes,
expansion joints, regulators, meters, and their combinations with each
other, and with mains, all of which, as also the use of hot water in
mains, are covered by the steam combination patents.

8. The heat of an ordinary furnace is from 1,500 to 2,000 degrees.
The rapidity of the transmission of heat is in proportion to the differ¬
ence of temperature. To heat water, and then use this hot water as
fuel to heat other water to nearly the same temperature, would require
an enormous extension of boiler surface and increased loss by radia¬
tion. It would be an exceedingly slow operation, and could not com¬
pare favorably in ecomomy with direct generation in the usual manner.
The amount of heating surface required with a given difference of
temperature could be calculated, and the expense as compared with
direct steam estimated, but time and labor would be thrown away —
the proposition is clearly economically impracticable.

9. No doubt hot water at a high temperature can be carried in
pipes, and steam produced at a lower temperature by reduction of
pressure, but the water must either be allowed to run off at a high tem¬
perature, carrying a very large amount of the heat with it, or if return¬
ed to the boiler, will require a larger expenditure of power than all that
was secured by the use of the steam, or it must be used as hot water in
heating indirect coils, which is practicable, and this use of hot water is
as previously stated, contemplated in the Holly System, but not the
return main and pumps, the paternity of which Mr. Holly is not par¬
ticularly anxious to claim.

I have not considered the increased loss by condensation and radia¬
tion from the high temperature at which hot water is proposed to be

HOLLY SYSTEM OF STEAM HEATING.

utilized, equivalent to more than 24 atmospheres. The loss between
atmospheric pressure and one atmosphere being assumed as one unit,
the loss from two to one was shown to be 1.3 units, from two to three
atmospheres 1.9 units, and from three to four atmospheres nearly three
units. The difference increases with the pressure and temperature,
and at four atmospheres is three times as much as at one. At 24
atmospheres the loss by radiation and condensation would be greatly
increased, and this would be doubled by the return main.

In conclusion, I will state as my deliberate opinion in regard to
the hot water project that a more absurd and impracticable scheme for
transmitting heat and furnishing power never entered the mind of man.
And in this discussion I have omitted other very serious objections,
such as the great liability to explosion under 350 pounds pressure, as
compared with steam at 60 pounds. I feel however that I have
already given the subject more time and space than it merits.

COMPARATIVE COST OF WARMING AN AVERAGE BUILDING OF 12,000 CUBIC
FEET OF SPACE, ON THE HOLLY SYSTEM AND ON THE ORDINARY
SYSTEM, WITH SMALL BOILER IN BASEMENT.

On the Holly System. — 12000 cubic feet of space requires 12000
cubic feet of steam for 16 hours.

One pound of coal will evaporate 9 pounds of water. 9 pounds
water give 9X1000 units available heat, 9000. One cubic foot of
steam contains 42 units. 9000 units give 214 cubic feet. 1000

cubic feet require yT(L0 = 4.7 pounds of coal. 12000 cubic feet require
12X4.7 = 56.4 pounds of coal 16 hours. At $5 per ton coal costs

12V0T— l cent Per Pound*

56.4 pounds cost per day of 16 hours . 14

A year of 200 days, 1 4 X 200 . $28.00

Loss by condensation, 4 per cent . 1.12

$29.12

On the Old System. — Evaporation 4 pounds water to one of coal.

Cost of 12000 cubic feet steam per day, 14 Xf . $0.32

Radiation from small boiler per day, 50 pounds average

of coal, as per tests made for the purpose, 50XJ.. 0.12.5

$0.44.5

GENERAL HERMAN HAUPT’S REPORT.

For 200 days . $89 . 00

Interest and repairs on boiler and other extra fixtures . 21.00

$110.00

The interest on cost of works has not been considered, but only the
consumption in a dwelling. The expense of interest on capital must
be divided amongst the whole number of consumers.

Estimates of plant and capacity of a six-inch main, to supply consum¬
ers of heat alone, at an average distance of one mile, under a boiler pres¬
sure of three atmospheres — 45 pounds.

The capacity of the main for water is .956 cubic feet per second, and
for steam 79.34 cubic feet.

The water evaporated per hour will be 79.34X3600-^-1700=168
cubic feet=i68 horse power. The number of consumers supplied will

be for 16 hours, 79.34X3600X 16-^-12000=383.

Cost of plant:

3 boilers of 75 horse power each . $ 3,600

Building and lot . 2,000

One mile 6-inch main laid . 12,000

20,000 feet service pipes laid . 14,000

Capital invested . $3 1,600

Cost of operation :

2800 cubic feet water per day = 2800 X 7 — 19600 coal, $5 . . . .$49 00
2 firemen . 3 00

Per day, $52 00

Fuel and attendance 200 days . $10,400

Clerk and book-keeper. .
Collector and inspector.
Treasurer and President

Repairs . 1,500

Annual expenses . $14,900

Income :

383 consumers at $100 . $38,300

Deduct expenses . 14,900

Surp>us . $23,400

Sufficient to cover expenses and 73 per cent, on capital.

HOLLY SYSTEM OF STEAM HEATING.

\ he estimate would apply to a small village of about 1000 to 1500
population. As the population becomes more dense, the proportionate
cost of plant and general expenses will diminish, and the ratio of net
revenue increase.

It is proper to observe that this estimate is low on an average of
$100 to each consumer, which would be slightly increased if the small
boilers to generate steam were properly protected against radiation, and
it assumes also that any consumer will gladly pay the cost of fuel to
get rid of the danger from boiler explosion, the dirt of coal and ashes,
the expense of attendance, and the numerous annoyances and discom¬
forts of the present system. With furnaces, the dirt, waste and expense
are believed to be still greater, but no accurate data are at present
accessible. $100 per average house is probably a fair estimate of cost
of fuel and its attendant expenses for heating, and if steam can be
furnished at the same cost, it seems fair to assume $100 as a basis of
an estimate.

ESTIMATE OF COST OF WARMING ONE MILE SQUARE IN A LARGE CITY.

In estimating the amount of space we will assume 30 feet high and
100 feet deep on each side of each street =6000 cubic feet of space
for each lineal foot of street.

Allow ten streets, and deduct 25 per cent, for cross streets and walls,
there will be 240,000,000 cubic feet to be heated, and requiring for 16
hours as many cubic feet of steam= 147060 cubic feet of water=9i9i
cubic feet of water per hour. 9191X7 = 64337 pounds of coal per
hour, or 1029420 pounds per day, or for 200 days 100,000 tons of coal
and a boiler capacity of 9600 horse power, with small reserve.

The quantity of steam to be furnished being, in 16 hours, 240,000,-
000 cubic feet, is equivalent to 4,166 cubic feet per second.

Assume for purposes of illustration merely, and not as an economi¬
cal arrangement, that the boiler station is located at one comer of the
square, that the mains are carried along one side, and then laid along
each of the ten streets, and that at the commencement of each street
the pressure on the mains shall be 40 pounds. The solution of this «
problem will give an illustration of the manner of procedure in other
cases. Assume also that the square mile has ten cross streets. There
will then be 100 blocks to be warmed. The street mains can furnish
8

GENERAL HERMAN HAUPT’S REPORT.

steam to a distributing point in the centre of each block. Each of
the io street mains must then supply one-tenth of 240,000,000
cubic feet =24,000,000 cubic feet, and this would be reduced one-tenth
at intervals of 500 feet, where the service pipes would be taken off.
The capacity of the street mains for the first 500 feet would be twen¬
ty-four millions of cubic feet per day, or say 416 cubic feet per second,
and as the principal main is supposed to be on one side of the block, a
table of the discharges can be readily given.

TABLE OF CAPACITIES REQUIRED FOR STREET MAINS.

For First

500 feet . .

per second.

“ Second

. 45°

“ Third

“ Fourth

. 35°

“ Fifth

. 3°°

“ Sixth

. 250

“ Seventh

“ Eighth

“ .

. !5o

“ Ninth

“ Tenth

. 5°

We may assume for the first section the diameter of main that would
be required if the whole amount of 500 cubic feet per second, under
40 feet head, were to be carried for the whole distance of one mile, and
then determining the pressures at the junctions of the supply pipes for
the several blocks, reduce the size of the main so as to maintain the
same pressure in each section with the reduced discharges that would
have existed if the whole amount had been carried to the end. The
size of the main required to pass 500 cubic feet per second, under 40
pounds pressure, is obtained from this formula. The cubic feet per
second discharged = . 07 62 X VH~x 42 X V ff-s- a/IT With a pres¬
sure of 40 pounds H = 92.4 feet, and L=528o. The formula works
out d— 13 inches, the required diameter.

• Instead of one main of 13 inches to each street, it may be considered
preferable to lay two smaller mains of equivalent capacity, one near
each curb, and the size required will be two of ten inch, as the equiva¬
lent of one of 13 inches,— the capacity being as the square root of the
fifth power of the diameter.

HOLLY SYSTEM OF STEAM HEATINO.

I he capacity of a 1 2 inch main one mile, under a head of 40
pounds, will be 406 cubic feet .per second, and as the close calculation
without margin was 416 cubic feet, a single 12 inch main will probably
be sufficient, particularly if a connection is made so as to provide a
circuit.

If we have a given head of water, and a given diameter and length
of pipes, the quantity discharged can be calculated with certainty, and
neither more nor less will go through the pipe under a constant pres¬
sure. Steam follows the same laws, and under a constant head, and
length, and diameter of pipe, the quantity discharged is also fixed, and
an equal or greater amount cannot be passed through a smaller pipe
without increase of pressure.

Assuming, then, a 12 inch main, an initial pressure of 40 pounds,
and length one mile, the pressure of 40 pounds would be reduced 4
pounds at each of the service junctions, and the quantities would also
be reduced by the escape of one-tenth of the whole number of cubic
feet at each junction, so that a table of pressures and discharges would
be as follows : The discharge of a 1 2 inch main under 40 pounds at one

mile

I St

being 406 cubic feet,

section 500 feet, pressure

40 pounds,

discharge 406

cubic feet

5°°

<( u

365

5 00

a a

324

. Uj

4th

5 00

a n

283^

5th

5°°

a ii

242

6th

500

a a

“

201

7 th

5°°

a a

l6o

3th

500

(. i(

II9

9th

5 00

It it

*•

10th

5°°

u a

The above table shows the distribution of the street

supply, and the

sizes of pipes in each street vary from 12 inches to 6 at the last 500
feet, if not connected in a circuit, but such connection is always desira¬
ble.

There remains to be considered the sizes of the principal mains to
carry the steam from the boiler house to the street mains. The boiler
house supposed to be at an angle of the square.

As there are ten street mains, carrying at the start 4166 cubic feet

GENERAL HERMAN HAUPT’S REPORT.

per second, and requiring a capacity of io twelve-inch mains, under
varying pressures. After passing 500 feet, the number of mains would
be reduced to 9, and after the next 500 feet to 8, until only one would
be required to supply the most distant of the ten streets.

The pressure on these mains will not be equal. It has been assumed
that the pressure on the distributing mains will be uniformly 40 pounds.
To give this pressure at the last street, will require a boiler pressure of
80 pounds, reducing for each street 4 pounds, until first from the boil¬
ers, which will require 44 pounds.

To fulfill these conditions practically, will require separate nests of
boilers to supply the steam for each street, and one street will require
for 406 cubic feet per second, 406X42X3600=61,387,200 heat units
per hour =64,000 pounds of water evaporated per hour, or 1000 cubic
feet per hour, or 1000 horse power for each street of one mile in length.
Each battery must therefore contain 1 2 boilers of 80 horse power each,
and 1 20 boilers will be required to furnish steam for the mile square.

The mains leading to the several streets will require expansion joints
but not junction boxes, and one intermediate expansion joint between
streets would probably be sufficient, for which a more simple and eco¬
nomical arrangement than the ordinary junction box can probably be
devised.

The ten mains, if laid side by side, would occupy too much space in
the street. They might be laid two abreast and five high at the start.
At the first street one of the upper mains would curve off ; at the sec¬
ond street another of the first tier would come off, leaving four tiers,
which, in the next 500 feet, would rise nearer to the surface, and at the
extreme end the depth of the trench would not exceed the usual depth
for a single main.

Laid in this manner, the trench would not be inconveniently wide,
and the number of pipes in close proximity would aid in preventing
loss by condensation.

Of course it will be discerned that the problem presented is hypo¬
thetical. It is doubtful whether any square mile in American cities
will require 240,000,000 cubic feet to be heated, and the location for
the boiler house, instead of being at one comer, might be in the centre.
A case has been assumed as the only way to indicate clearly how to
make the estimates and furnish an illustration of the great expansion

HOLLY SYSTEM OF STEAM HEATING.

of main capacity and boiler power when large areas are to be supplied
at long distances from the boilers.

It will be apparent from the discussion of this practical question that
the ideas heretofore entertained in regard to the size of mains, have
been erroneous, and that six inch pipes for long distances have very
limited capacity. It may be convenient and useful to give the number
of 1 2,000 cubic feet consumers that could be supplied by pipes of dif¬
ferent sizes at an average distance equivalent to one mile, and remem¬
bering that if extended to two miles, the number would be reduced in
proportion as 14 to 10, or about 30 per cent less. Boiler pressure 50
pounds, 1200 cubic feet in 16 hours =0.21 cubic feet in one §econd.

A 2 in. pipe 1 mile carries 5.36 cub. ft., and will supply 26 consumers

15.18

30.36

145

53-66

256

83-4

400

124.8

595

171.6

817

23O.9

1100

304-1

i45°

1 1

380.6

1813

472.3

2250

The

number of

consumers would

be increased

40 per cent.,

and the

velocity and capacity in the same proportion, if consumers were locat¬
ed uniformly along the line and not at the extreme end, as the above
table supposes.

Another table will be required to estimate the quantity of coal con¬
sumed, which will be different for a given number of consumers upon
each street, inasmuch as the boiler pressure is different, and the evap¬
oration of steam depends upon the pressure. The following table gives
in the first column the indicated pressure above the atmosphere, the
second the corresponding temperature, the third the excess of temper¬
ature above 2120, the fourth the units of heat required to evaporate
one pound from 212°, and the fifth column gives the pounds of water
evaporated per pound of coal, assuming the Lockport regular duty

GENERAL HERMAN HAUPT’s REPORT.

of 9 pounds water from one pound coal, under 25 pounds pressure as
a basis.

212°

960

12.46

320°

108

1662

7.20

228°

1064

1 1 .25

324°

112

1668

7.09

24I °

1148

10.42

328°

116

1714

6.98

252°

I220

9.81

332°

120

1740

6.89

26i°

1279

9-35

336°

124

1766

6.80

269°

1330

9.00

33 9°

127

1780

6.71

3°

278°

1376

8.70

100

343

131

1806

6.62

283°

1421

8.43

349°

137

1850

6.48

289°

1460

8.20

120

355°

143

1889

6-33

295°

*499

7.91

130

36i°

149

1928

6.21

301°

1538

7.78

140

366°

*54

i960

6. 11

3°6°

I57i

7.62

150

37*°

*59

*993

6.01

3il°

1603

7-47

*75

383°

171

2071

5-77

3*5°

103

1630

7-34

200

395°

183

2150

5-57

We have now developed data for an approximate estimate of cost of
warming one square mile in a populous city containing within that area
20,000 consumers.

PLANT REQUIRED.

Ten batteries of 12 boilers of 80 horse power each.

The arrangement of the boiler houses will of course be controlled
by the location, and where ground is very expensive it may, be neces¬
sary to place them in second stories in a fire-proof building, and raise
the coal with steam elevators, but for the purposes of this estimate it
will be assumed that the boilers are on the ground floor in brick build¬
ings covered with corrugated iron roof, and that each shed contains 2
batteries of boilers placed back to back, with the chimneys between.
In front of the rows of boilers, spaces will be left of not less than 15
feet, and railroad tracks laid on each side next the walls, so as to
deposit the coal inside opposite each boiler and avoid opening doors
which will chill the building and increase loss by radiation.

Each boiler if placed side by side will occupy a space of about 7x22
feet, and a building to contain 24 boilers must be at least 114x80
feet, with about two chimney stacks, assumed to be sufficient without
calculation. Five such buildings will be required, and each one
would cost upon a single estimate, without reliable data, about $16,000.

Ground will be assumed at $50,000.

ESTIMATE OF 12 INCH MAINS.

It will be assumed that 10 mains will be laid on one of the sides of

HOLLY SYSTEM OF STEAM HEATING.

the square to supply steam to the ten streets, also that the street mains
will be 12 inches, for although the sizes of these street mains, if no
circulation be provided, might be reduced from 12 to 6 inches from
the commencement to the end of each street, yet as circulation is
important in case of accident, it will be expedient to maintain the full
sizes of the street mains, and also lay mains for connection and circu¬
lation on the opposite two sides of the square, thus making 22 miles
of 12 inch street mains, or 116,160 feet.

The cost of a 1 2 inch main, laid as given by the Lockport estimate,
is $5.70 cents per foot, net, including repaving.

It will be assumed that each block of 500 feet square will be sup¬
plied by running a pipe to the centre of the block to a distributing
chamber and a line of pipes parallel to the mains at the back lines of
the lots. The length of pipe for each block from the main to the dis¬
tributing chamber will be 275 feet, and as there are 100 blocks, each
block will require 2,400,000 cubic feet in 16 hours or 42 cubic feet per
second.

If the street mains were not connected by a pipe at both ends so as
to provide circulation, the pressures on the street mains would vary
from 40 ppunds to 5 pounds, and the size of the service pipe to pass
42 cubic feet per second would vary greatly, but with such connection
a greater uniformity of pressure will be maintained, and it may be suf¬
ficient to assume 20 pounds as an average pressure, in which case a
pipe of 3^- inches diameter will be required for each of the 100 blocks,
and the total amount of 3J inch pipe will be 275 X 100 = 27,500 lineal
feet, the cost of which laid is, allowing for difficulties in laying, $1.50
per lineal foot.

From the middle of the block, a pipe will be carried each
way an average of 125 feet, and the size of the pipe for this service
will be 2\ inches. The amount of 2^ inch pipe will be 500X100=
50,000 feet, and the price per foot $1.25.

It will be assumed that all the pipes named will be furnished by the
company, and that the service pipes running into houses, and all the
apparatus connected therewith, regulators, meters, traps, radiators, etc.,
will be paid for by consumers.

EXPENSES.

One pound of coal evaporates 9 pounds of water, and 1 pound of

GENERAL HERMAN HAUPT’s REPORT.

water will make 27 cubic feet of steam containing 37 available units
of heat to each cubic foot, or 1,000 units per pound of water, and
9,000 per pound of coal.

240,000,000 cubic feet of steam will therefore represent 493 tons
per day, or say 500 tons, and for 200 days, 100,000 tons.

To handle 500 tons per day, in 16 hours will require two sets of
hands, each set shoveling 250 tons in 8 hours, or 32 tons per hour, and
as there will be 10 batteries of 12 boilers each, 4 men to each battery
will be a minimum allowance. This will require 80 inside men to the
two gangs.

For outside work, 40 men should be allowed, and to each battery
two firemen, and a general superintendent over all.

For the general office there will be required a

President, salary . $5,000

Treasurer, “ 3,000

Secretary, “ 1,500

5 book-keepers, each . 1,000

5 inspectors, “ . 9oo

5 repair men, “ . 600

With these data an approximate estimate of plant and operating
expenses for one square mile will now be attempted.

PLANT.

120 eighty horse power boilers, set . $ 120,000

Boiler houses and stacks . 80,000

Ground . 50,000

116,160 feet 12 inch mains, $6 . 696,960

27,5°° “ 3i “ “ 1-50 . 41,000

50,000 “ “ “ 1.25 . 62,500

Cost of plant . $1050,460

OPERATION.

100,000 tons coal, $4 . $400,000

120 hands for coal, $300 . 36,000

20 firemen, $900 . 18,000

General office employees . 22000

Stationery and incidentals . IO 000

Taxes, insurance and legal expenses . 20000

RePairS . 20’ooO

$526,000

HOLLY SYSTEM OF STEAM HEATING.

INCOME.

If 12,000 cubic feet per day be allowed to average consumers at a
charge of $100 per annum, the gross income would be

20,000 consumers at $ioo . $2,000,000

Deduct expenses . 526,000

Net revenue . $1,474,000

Per cent, on capital, 140.

If the charges should be reduced to $50 per year for
10,000 cubic feet per day of 16 hours, and 200 days,

the gross income would be . $1,220,000

Deduct expenses . 526,000

Net income . $ 694,000

Per cent, for dividends or extensions, 66.

This estimate is very general, and the data purely hypothetical, but
it will serve to give an idea of prospective profits from the introduc¬
tion of the Holly system in populous cities. No account has been
taken of condensation, for which an allowance of at least 3 per cent,
should be made, representing an increase of $12,000 in coal consump¬
tion. And again the evaporation has been taken at 9 pounds of
water per pound of coal, which is too large under the pressures sup¬
posed to be required, averaging 60 pounds, the evaporation due to
which is 7^ pounds, or an increase of 20 per cent. = $100,000. On
the other hand it is not probable that the boiler station would be
located at the corner of a square mile, and if near the centre, a large
saving would be effected, as the mains would radiate in all directions
from the station, and decrease in size towards the circumference, proper
connections on both interior and exterior cross streets would serve to
maintain greater equality of pressure, and a nearly uniform supply of
steam in all parts of the district, without such a duplication of large
mains as would be required if location was had at a remote point of
the district to be supplied.

When the practical question is presented of supplying steam to a
given city area, exact data will be furnished for the solution of the
numerous and complicated questions connected therewith. One fact,
however, seems to be clearly established by the consideration of the
9

GENERAL HERMAN HAUPT’S REPORT.

questions presented, which is, that at any reasonable price for furnish¬
ing steam for heating purposes, save at a charge to consumers consid¬
erably below the cost of coal, the prospect of large dividends is greater
than in almost any investment not of a speculative character, provided
a consumption is assumed nearly to the limit of the capacity of the
plant.

LOCATION OF STATION.

The expediency of locating the boiler station with reference to con¬
venience of coal supply, or of steam distribution, will be considered by
assuming a case and calculating results.

Suppose that instead of locating the boiler station at the corner of
the square, as in the case estimated upon, the convenience of procur¬
ing coal should indicate a location one-half mile distant.

To carry the steam this additional half mile will require io 12-inch
mains, under an increased pressure of 20 pounds per square inch,
making the lowest battery pressure 60, and the highest 100 pounds,
and the average 80 pounds.

The evaporation under 80 pounds is 7 pounds water to one of coal,
and under 60 pounds it is 7^. The increase is 7.1 per cent., or on

coal consumed . $28,400

Condensation owing to high temperature, 2 per cent . 10,000

Cost of five miles 12-inch main, $158,400.

Interest and repairs, 10 per cent . $15,840

Extra cost of half mile in operation . $44,240

Cost of Carting One-Half Mile . — 100,000 tons coal 200 days = 500
tons per day, and one cart traveling ten miles would make ten half-
mile trips; allowing for obstructions, 8 miles and 8 trips. 500-^8 = 65
carts daily, or with reserve, say 80 carts and horses and 70 drivers.
The cost of a horse, feed, harness, shoeing and stable expenses in New
York is 60 cents per day; allow 75 cents to cover interest on plant
and contingences. $1.75 will cover cart and driver. 8 tons hauled
i mile = 22 cents per ton. 100,000 tons carted cost $22,000; carried
in pipes the extra cost of transporting the steam would be $44,240.
It would therefore seem to be much cheaper to cart the coal and gen¬
erate the steam as near as practicable to the district to be supplied.

Another important practical conclusion would seem to follow from

HOLLY SYSTEM OF STEAM HEATING.

this discussion, which is, that economy both in plant and in expenses
of operation would seem to indicate that a divided plant and short
lines of supply, is preferable to fewer stations and longer mains ; and
this would evidently be most directly accomplished by locating the
plant at or near the centre of the district, so as to radiate outwardly,
and thus reach the limits on all sides with the shortest possible lines of
main. But in planning works for any locality, local considerations will
always have great influence, and will often modify greatly general con¬
clusions.

POWER FURNISHED FROM STREET MAINS.

I see no reason to change the opinion expressed in my first prelim¬
inary report, that the Holly System is ordinarily adapted to the supply
of small powers where the risk and annoyance of boilers is objectiona¬
ble, and where power is required only occasionally. By simply turning
a dock, power can be admitted to small cylinders for driving sewing
machines in factories, printing presses, lathes, wood-working machinery
and numerous other uses, where it will be cheaper to pay for steam
than to erect a boiler and engine, purchase coal and employ an engi¬
neer to run it ; often, too, the space saved is an object of prime impor¬
tance to be utilized for other purposes.

But where large powers are required there can be no economy in
taking the steam from mains, independently of the saving of space and
risk of explosions, for the steam can be as economically generated by the
large consumer as by the plant which supplies the mains, and the inter¬
est on cost of plant, loss by friction in transmission, and profits to com¬
pany furnishing the steam, would be saved. In preparing estimates
and plans for any given district, it may be expedient therefore to leave
large consumers of power out of consideration, and confine the esti¬
mates to small powers, and to domestic, culinary and heating purposes,
for which there is a very wide and profitable field of operation.. A
horse , power is a little less than half a cubic foot of steam per second,
or 0.476.

GENERAL HERMAN HAUPT S REPORT.

CAPITAL, EXPENSES AND INCOME FOR THE MAXIMUM LENGTH OF STREET
MAINS IN THE UPPER PORTION OF NEW YORK CITY, THAT CAN BE
ADVANTAGEOUSLY SUPPLIED FROM ONE STATION.

The lower part of the city of New York is very irregularly laid out, and
any plan for the introduction of steam mains must be controlled by local
considerations. But in the upper portion of Manhattan Island, the
avenues are parallel to each other and to the general course of the
North and East Rivers, and the numbered streets intersecting them at
right angles, are at uniform distances. The blocks into which the city
is thus sub-divided, are rectangles, 700 feet long and 200 feet wide,
containing 24 lots of 25 x 100 feet on the cross streets, and 8 lots on the
avenues. The houses, however, do not generally occupy full lots, but
frequently three houses will be built on two lots, four on three lots, or
five on four lots.

It will probably be nearly correct to assume an average of 20 feet
front, or 30 houses to a block, on the cross streets, and 10 on the ave¬
nues, or a total of 80 houses to a block. If 60 feet be allowed as an
average for the streets, the number of blocks to a mile of avenue would
be twenty, and the number of consumers per mile 1600.

The average space to be warmed in one of those New York houses
cannot be estimated at less than 20,000 cubic feet, and when heated by
furnaces, the consumption of coal, from the best data obtainable, is
one ton for each 1000 cubic feet for the season.

One 1 2 inch or two 9 inch mains in each of the avenues would be
required to supply this consumption of 32,000,000 cubic feet in sixteen
hours, for one mile in length of avenue, and this will require 1100 horse
power, or say a battery of 12 boilers rated at 100 horse power each.

Suppose a suitable location for a station could be found on Ninth
Avenue, and that from this central point it should be proposed to send
steam for one mile north and south, and from Sixth Avenue on the
east to Twelfth Avenue on the west. That a nine inch main be laid
on each side of each avenue, instead of one twelve inch main in the
middle. The cost of two nine inch mains will be about $7.50 per lin¬
eal foot, and of one twelve inch main about $6.25 per foot, laid ; but
if the main is in the middle of the street, there must be service pipes
and connections, at least equivalent in expense to two inch, or inch and
a half pipes, parallel to the main, for the whole extent of the block, so

HOLLY SYSTEM OF STEAM HEATING.

that if these service pipes can be dispensed with by laying two pipes
near the curb, instead of one large main in the middle, the capital
invested will not be greater with the two nine inch mains, than with one
twelve inch.

The service pipe connections along the avenues may be made in one
of two ways.

i st. Service boxes may be placed at shorter distances than usual, say
at every 50 feet, and the service pipes connect with them directly, or

2d. It may be found preferable to have a supplementary pipe along¬
side of the main, containing brass stop cocks opposite every building,
with which to make the connections, in which case, service boxes and
expansion joints will be required, and at street intersections and from
one street to the next the continuity of the mains will be unbroken,
and it will be unnecessary, after the pipes are once laid, to tear up the
pavements for any considerable extent to make connections when
applications are received from new consumers.

ARRANGEMENTS FOR SUPPLY OF STEAM TO CROSS STREETS.

The mains being laid along the avenues, and the distance from curb
to curb along cross streets being 700 feet, with 30 consumers of 20,000
cubic feet on each side, the arrangement obviously best for their
accommodation will be a small pipe along the curb, furnished with
expansion joints at intervals of 100 feet, and with brass cocks for the
house connections.

It will probably be unnecessary to provide service boxes for these
pipes as the water of condensation would be carried by the pressure of
steam into the house circulation, to the advantage of the consumer,
and would escape in the traps after parting with its heat.

The sizes of the pipes in the cross streets can be readily determined.

Assuming that each pipe is connected with mains on two avenues,
the distance from each would be 350 feet, the number of consumers
15, and the consumption for heating purposes only, 5.25 cubic feet per
second.

But if from any cause one main should be obstructed, it would be
desirable that the pipe should have sufficient capacity to supply from
the other main with which it connects, and therefore a capacity suffi¬
cient for 700 feet, 30 consumers and 10.50 cubic feet per second will

GENERAL HERMAN HAUPt’s REPORT.

be given. The pipe required for this supply, with sufficient margin to
maintain a proper pressure, will be 2 inches in diameter.

The pipes required to connect the station on Ninth avenue with the
avenue mains should be 10 inches in diameter, and the number should
be to Sixth avenue one main on each side of street, to connect with

Ninth and Sixth avenue mains . 2280 feet.

To Seventh avenue, 2 mains on each side . 1520 “

To Eighth “ 2 “ “ 760 “

To Tenth “ 2 “ “ 760 “

To Eleventh “ 2 “ “ 1520 “

To Twelfth “ 1 “ “ 2280 “

Making a total of 27,360 feet, and with a connecting main at the end
of the mile crossing all the avenue mains, 4560 feet, the total length
of 10-inch mains will be 31,920 feet.

The 9-inch mains required for this area of two miles long and from
Sixth to Twelfth avenues wide, will be

On Sixth avenue . 2 miles

On Seventh “ . 4 “

On Eighth “ . 4 “

On Ninth “ . 4 “

On Tenth “ . 4 “

On Eleventh “ . 4 “

On Twelfth “ . 2 “

126,720 feet . 24 ' “

The number of blocks to a mile along avenues being 20, the two
miles will be forty, and from Sixth to Twelfth avenues there will be
240 blocks.

Each block requires two lines of 2-inch pipe, say 725 feet long, or
1450 feet, and the 240 blocks will therefore require 348,000 feet.

240 blocks of 80 consumers of 20,000 cubic feet each, will contain
19,200 consumers, and require 7000 cubic feet of steam per second =
14,000 horse power, nearly. The area being if square miles =8000
horse power per square mile.

20,000 consumers of 20,000 cubic feet of steam per 16 hours =400,-
000,000 cubic feet =25,000,000 per hour, which is nearly 1,000,000
cubic feet of steam per hour for each of the 24 miles of 9 inch main.

The coal required will be 98,000 pounds =49 tons per hour — 800
tons per day, and 160,000 tons per year of 200 days, not including
power.

HOLLY SYSTEM OF STEAM HEATING.

If the boilers are of size sufficient to evaporate each ioo cubic feet
of water per hour, the number required will be 140. These boilers
may be placed in a fire proof building in four stories, 36 in each story.

As there are 24 mains, a battery of 6 boilers will be required for
each main.

If these boilers be placed in two rows of 18 each, on each floor the
space required will be about 60 x 150.

The coal supply presents some difficulties. There should be storage
at the boiler house for at least one week, which will require a space
equivalent to 100 feet square and 15 feet high. There should be a
track connecting with the wharves, the coal hauled in short 5 ton cars,
raised by elevators and dumped on the storage ground. The space
required for building, elevators and storage should be at least 200 feet
square, and it would be desirable to have an equal amount in addition
for storage at the wharf.

The plan of the boiler house and the form of boiler will require the
most careful consideration. It is possible, however, that a building
with four stories, the boilers in each story arranged with backs against
the wall, in batteries of 6, an elevated track to the line of which cars
can be raised by elevators at each end, and by means of which coal
can be dumped in a wide space provided for that purpose in front of
the boilers, will be found most convenient.

A revised estimate on the basis of the data now presented will be

given :

PLANT.

Lot, 200 feet square . . . $ 50,000

Building, 4 story, fire proof . 75,000

144 boilers, including setting, $1,000 . 144,000

32,000 feet 10-inch mains, laid, $4.50. ... . . 144,000

127,000 “ 9 “ “ “ 4- 00 . 508,000

348,000 “ 2 “ “ “ 1. 00 . 348,000

60,000 “ 1^ “ “ on avenues, 80 cents . 48,000

48 feed pumps, $250 . 12,000

20,000 brass cocks for supply connections, 40 cts . 8,000

200 street valves, $60 . 12,000

Incidentals . 50,000

$1,399,000

GENERAL HERMAN HAUPT’S REPORT.

EXPENSES.

160,000 tons coal, $3 . $480,000

100 laborers, $300 . 30,000

50 firemen, $400 . 20,000

10 mechanics, $900 . 9,000

President . 10,000

Engineer chief . 6,000

2 assistants . 4,000

Treasurer . 5, 000

Book keepers . 6,000

25 inspectors . 25,000

Taxes, etc. — legal expenses . 100,000

$695,000

INCOME.

20,000 consumers of 20,000 cubic feet each $100 . $2,000,000

Less expenses . 700,000

$1,300,000

Capital $1,400,000.

Net earning, with full consumption, 93 per cent.

Net earning with half consumption :

Income . $1,000,000

Expenses . 440,000

Surplus . $560,000

Per cent, on capital 56.

Note. — I see no reason why net earnings should not make a rela¬
tive showing nearly as good in smaller places, on small lines of pipe,
whenever occupied up to near their full capacity. The amount of
investment and running expenses will be reduced in proportion to extent
of space to be warmed, for a given district.

SUGGESTIONS IN REGARD TO A PLAN OF OPERATIONS.

1st. Parties desiring to introduce the Holly System, and who have
secured the necessary license and completed their organization, will
require a plan of the district to be supplied.

2d. A location for the boiler station as nearly central as possible to
the area to be supplied.

HOLLY SYSTEM OF STEAM HEATING.

3d. The locality should be thoroughly canvassed by committees,
and the number of consumers, the exact location on the plan, the vol¬
ume of space to be heated, or the amount of power to be furnished,
ascertained with the greatest accuracy possible ; also the probable pro¬
spective increase in the demands, and at what points it will be required*
On these data will depend the sizes of mains, the capacity of the cen¬
tral station, and the amount of capital required.

4th. This information having been obtained by the local organiza¬
tion, a competent engineer will then be required to prepare plans, spe¬
cifications and estimates, and calculate and arrange all the details of
the work.

5th. The work can be done under a competent superintendent, if
such an one can be found, by day labor, or a contract can be made
with responsible parties, as gas and water works are usually contracted,
the contractor taking a liberal portion of stock as part of the consider¬
ation, where such arrangement is desired.

GAS VERSUS STEAM FOR HEATING PURPOSES.

Circulars have been extensively distributed in Philadelphia and else¬
where, conspicuously headed “ The Fuel of the Future ,” and claiming
for a gas produced from the decomposition of water, superior economy
and efficiency as a combustible over any other known fuel or mode of
heating.

To remove erroneous impressions it becomes necessary to devote a
brief space in this report to an examination of these claims.

How the Gas is Produced. — The gas is generated by passing the
vapor of water through a furnace filled with coal in a state of ignition,
by which means decomposition of the steam is effected, and the result¬
ing gases are hydrogen and carbonic oxide.

When required for illuminating purposes, these gases are enriched
with carbon furnished by naptha or petroleum.

The cost of illuminating gas, for the items of petroleum, coal, labor
and purification, amount to 37^ cents per 1000 cubic feet.

The testimonials and reports of experts would seem to indicate that
a very superior illuminating gas is produced by this process, and at this
price.

For heating and metallurgical purposes a much cheaper gas can be

GENERAL HERMAN HAUPT’S REPORT.

produced, as the petroleum and naptha can be dispensed with, and
such gas, it is claimed, can be produced at 8 cents per 1000 cubic
feet

The -question for examination is, can such gas, produced at the
works at a cost of 8 cents at the present low price of coal, compete
successfully with steam as a source of heat for domestic and manufac¬
turing purposes, after adding a sufficient sum to cover repairs and dete¬
rioration of plant, and to pay dividends ?

Composition of Water Gas. — One pound contains :

Oxygen . 0.0174

Carbonic Acid . 0.0637

Nitrogen . 0.0880

Carbonic Oxide . 0.7097

Hydrogen . 0.0747

Marsh gas . 0.0465

It requires for perfect combustion 5.9 pounds of air.

The number of heat units developed in combustion = 7. 7 2 7.

The specific gravity of the gas is 0.54.

Fifty pounds of coal it is claimed will produce 41.16 pounds of gas
= 1000 cubic feet at a cost of eight cents.

COMPARATIVE STATEMENT.

One pound of coal will produce ^^=1.823 pounds of gas.

The heat units developed in combustions. 823 X 7.727 = 6359.

One pound of coal will evaporate 9 pounds of water, and 9 pounds
steam contain of available heat units =9900.

The steam is produced under a pressure of 50 or 60 pounds to the
square inch, and requires no other pressure to carry it to a consumer a
mile or more distant.

The gas on the contrary is produced under a pressure of only six
inches of water, or less than one-fourth of a pound, and the discharge
under this head as compared with steam through a pipe of any given
length or diameter, would he as one to sixteen.

A cubic foot of steam under the pressure at which it is produced,
say 60 pounds, contains 210 units.

A cubic foot of gas under the pressure at which it is produced con¬
tains 318 units.

HOLLY SYSTEM OF STEAM HEATING.

Taking both gas and steam at atmospheric tension one cubic foot of
steam will contain 42 units, one cubic foot of gas will contain 318
units ; or in proportion as one to 7^, but as the discharges of quantity
are as sixteen to one in favor of steam, the gas mains must be of much
larger dimensions or power must be applied to cause the gas to circu¬
late at long distances from the generator.

The patentees of the gas process do not claim that they have per¬
fected any economical plan for using it as fuel for domestic purposes.
If consumed in furnaces in the cellar, in open fire-places or in stoves,
there must be nearly the same waste of heat units by escape through
the flues as in burning coal in the ordinary way, while the units of heat
in a pound of coal are 82 per cent, greater than in a pound of gas, at
a cost to the consumer of less than half, without allowing profits on
gas manufactured.

I have omitted profits on both sides in this comparison, allowing one
to offset the other, and conceding that 1000 cubic feet, or 41 pounds
of gas can be manufactured at the works for eight cents. The present
cost of coal by wholesale being $2.25 per ton, the cost of a ton of gas
would be $4.00 per 2000 pounds, developing 15,454,000 heat units, a
large percentage of which would be lost in subsequent combustion,
while the coal would contain 26,000,000 heat units, of which 20,000,000
could be fully utilized in steam.

It seems fair therefore to consider that the cost of heat units fur¬
nished to the consumer in steam would be less than half the cost of an
equal number of units in the form or gas.

STEAM STOVE.

A most important extension of the field of useful application of the
Holly System is found in the steam stove, the success of which has
been demonstrated by numerous tests in the presence of connoisseurs
and caterers of prominence.

It is now conclusively established that steam under a pressure of 40
pounds per square inch, and a consequent temperature of 300°, can
be utilized as a substitute for stoves, ranges and ovens for at least nine-
tenths of the cooking required for families and hotels, and that the
cooking done by steam is a wonderful improvement upon the ordinary
mode. Succulent vegetables require no water ; they contain sufficient
of themselves to cook thoroughly without any addition, and the differ-

GENERAL HERMAN HAUPT’s REPORT.

ence in flavor, of boiling in their own juices and boiling in the ordinary
way in water, would scarcely be credited. The food boiled in water
being comparatively tasteless and insipid.

By this process steaks, chops, ham and eggs, can be fried or broiled,
beans, meats, apples, potatoes, and bread baked, rice and all other
vegetables boiled, and one great peculiarity of the process is that
scorching is impossible, and while the time required to prepare food is
surprisingly short, the food cannot be spoiled by over-cooking.

Another peculiarity of the process is that onions, cabbage, and other
articles which emit ordinarily offensive odors in cooking, can be pre¬
pared for the table without the most sensitive olfactories being cogni¬
zant of the fact.

On Saturday, Feb. 22, 1879, at 61 Beekman street, the following
culinary operations were performed in the presence of a large number
of invited guests, all of whom expressed surprise and gratification at
the perfect success of the experiments, and especially at the peculiar
sweetness, juiciness, and natural flavor of all the articles experimented
upon.

1. Mutton, leg, 8 pounds, baked; time one hour to minutes; tho¬
roughly done, but not overdone. Mr. Coleman, of Burnett House,
Cincinnati, expressed the opinion that it could have been removed
from the oven 20 minutes sooner.

2. One pound rice boiled 40 minutes, then removed ; found to be
perfectly soft. It was then replaced and without being stirred was
allowed to remain one hour and a half longer, to prove that it could
not be scorched.

3. Three large apples, baked ; removed in 30 minutes, done per¬
fectly ; could have been removed sooner.

4. Eight onions, about size of large walnuts, placed in tin vessel
about size of pint cup, with cover, and this placed inside of one of the
covered compartments of stove; removed in 37 minutes, soft and well
boiled.

5. Coffee, 5 half pints, time very short, but not noted ; about ten
minutes.

6. Potatoes, baked ; two large Irish and two large sweet ; in oven
40 minutes ; well baked.

HOLLY SYSTEM OF STEAM HEATING.

7. Potatoes boiled, two large Irish and two large sweet; water
cold, time 28 minutes. The water was allowed to evaporate, which
could be done safely, as scorching is impossible. Potatoes opened
very dry and mealy.

8. Plum pudding, mixed and batter, placed in receptacle, remained
in 37 minutes ; nicely browned on outside, light and spongy inside, and
very palatable.

9. One beefsteak and two mutton chops in broiler, removed in 7
minutes, thoroughly cooked. No part raw and remarkably juicy.

10. Large slice of ham in broiler, turned in 4 minutes, finished in
7 minutes from commencement. It was noticed by gentlemen present
that when cold, instead of being hard, the ham remained soft and
juicy.

11. Eggs fried in 3 minutes, done just right.

12. Cabbage, boiled, 40 minutes.

13. Beans and pork, nicely browned and soft, one hour.

After these experiments were completed, a thermometer was placed
in the oven, which indicated a temperature of 282°.

The stove was then cleaned and time noted. To cleanse it thor¬
oughly required 14 minutes.

Form of Stove. — The stove experimented upon was 34 inches long,
18 inches wide and 10 inches deep. It stood about 30 inches high,
and, except the top plate, was jacketed with felt to prevent radiation.
The lower part, between the bottom of the stove and the floor, was
cased with walnut, and presented a neat appearance. This space was
not utilized, but could be to great advantage in warming plates and
keeping dishes warm without drying.

In the top plate were compartments, all of which were 8 inches deep
in the inside, leaving a space below sufficient for steam circulation.
The largest of these compartments was 1 5 inches by 9 ; two others
were 8 by 4 inches, one was 8 by 5 inches, and two circular ones 8£
inches in diameter.

The broiler was a separate stand, 12 inches diameter and 2 inches
deep, the sides and bottom well scoured and bright. The compart¬
ments in the stove were clean, but not scoured.

One pail of water, containing by weight 20 pounds, was poured into
the oven ; it boiled from a temperature of 40° in two minutes.

GENERAL HERMAN HAUPT S REPORT.

Suggestions. — The stove, instead of being rectangular, should be cir¬
cular in form, and banded with wrought iron, and before putting any
one upon the market for sale, it should be tested to 150 pounds, so as
to render accidents, by bursting, impossible.

There should be no corners in the compartments, but their form
should be such as to facilitate the operation of cleaning as much as
possible. The manufacturer could readily rig up an apparatus run by
power, to scour the interior surface, using polishing felt and sand, or
some other of the numerous devices that could be suggested for that
purpose. The labor of cleaning after cooking would not then occupy
five minutes. No kettles, pots or pans to be washed.

Cost of Fuel. — Mr. Ashcroft proposes to ascertain by direct exper¬
iment, by condensing and weighing the water, the actual amount of
steam required and the consumption of coal represented, but in the
absence of such experimenting, I have made pretty careful calculations
based upon the laws of radiation, and find that the actual cost of pre¬
paring food for the table, and for all kitchen requirements, will be
surprisingly small. The kitchen in summer by reason of overheating,
is usually a place of great discomfort to the housewife. This will be
avoided with steam, as it can be turned off the moment it is not required
for use.

The poorer classes living in single rooms, could have small stoves
with only two or three compartments, which would suffice for their
limited culinary requirements, and which would also serve as radiators
to furnish heat. No fuel would be used, no risks incurred from fires,
and no children’s lives destroyed by burning in the temporary absence
of the mothers. The catalogue of casualties from such causes would
be reduced.

When tenement houses, those hot-beds of vice, crime, and pestilence,
shall be abandoned, and their unfortunate occupants removed to
healthy suburban localities, shall be permitted to breathe pure air and
behold heaven’s sunshine, where they can be brought to their work
and returned to their homes by compressed air motors at a speed lim¬
ited only by considerations of safety, and at a cost for propelling power
less than one-third the cost of coal in street dummies ; when three
meals can be cooked and apartments warmed at a nominal cost by the
Holly System, then will a stride be taken in the amelioration of the

HOLLY SYSTEM OF STEAM HEATING.

condition of the working classes, and in their moral, sanitary and intel¬
lectual advancement, in comparison with which the millions expended
by benevolent and charitable associations under the appeal of elo¬
quence, will sink into insignificance.

Make men comfortable at home, and the temptation to crime is
removed ; enable them with the pittance earned by labor to provide
more largely the necessaries of life, and the ground work is laid for
moral and Christianizing influences, for the good seed cannot take root
where the ear is closed to all but the cries of want, and the conscience
seared, and the wolves of famine, cold and pestilence are howling at
the door.

Is it extravagant, visionary, enthusiastic, to class the Holly Steam
System, the Ashcroft stove, and the pneumatic motor, as agencies of
the highest order in advancing the interests and in promoting the com¬
fort and happiness of suffering humanity ? If so, I am an enthusiast.
I may not live to see the bright dreams of the future realized, but if
capitalists will refrain from excessive charges, humanity will reap large
benefits from these inventions.

ERRATA.

Page 14, paragraph 1, lines 3 to 14, see supplement.

Page 38, first line of table for .9375 insert .0375.

Page 39, line 19, for y's’read
Page 61, line n, for 1200 read 12000.

Page 62, substitute table of evaporation in supplement.

Page 63, line 10, for net read not.

Page 67, line 12, for ordinarily read ad?nirably.

Page 69, line 12, for a?id read only.

Page 72, Note line 3, for occupied up read operated.

Page 78, last paragraph, line 4, for where read when , and in line 7,
for three read their.

Page 79, line 3, for appeal read appeals.

EXPLANATION.

The report was printed at Lockport, and with the exception of por¬
tions containing algebraic formulae, the author had no opportunity of
correcting proofs. The errors, however, are less numerous and impor¬
tant than it was reasonable, under the circumstances, to expect. He
'did not see the Title Page until the report had been printed and
bound, and the matter for certain alterations in the table of evapora¬
tion was received too late for insertion, and will be found in the sup¬
plement. H. H.

SUPPLEMENT

A remarkable diversity of opinion is found to exist amongst practical
engineers and boiler manufacturers in regard to the effects of increased
pressure upon evaporation ; some contending that the quantity of water
evaporated under high boiler pressures is greatly reduced — others that
the difference is inconsiderable, and others again, admit that the ques¬
tion is new to them and has not received attention.

On page 14 an attempt was made to explain certain statements made
by a mechanical engineer of large experience, and accepted at the time
as facts, but further consideration has satisfied the writer that the facts
are overstated, and that the theory upon which they were attempted
to be explained requires modification. A revised table was forwarded
to Lockport for substitution, but the form having been printed the cor¬
rection was too late for insertion.

The fact of a difference of evaporation under pressure is very gen¬
erally admitted by mechanical engineers, and is moreover confirmed by
direct experiments in England where as the result of 28 carefully con¬
ducted experiments it was found that the coal required to evaporate
20 cubic feet of water at pressures from o to 60 lbs. above atmosphere
varied from 195 to 210 lbs., or a difference of 8 per cent, with 3 atmos^
pheres.

No explanation of this fact so far as the writer knows, has been
attempted, but it would seem reasonable to assume that the consump¬
tion of coal should be in proportion to the work done.

If we suppose one cubic foot of water to be confined in a cylinder
of one square foot sectional area and of indefinite height, and heat
applied to convert the water into steam under the atmospheric pressure
of 14.7 pounds, the space through which this weight would move
would be 1700 feet, and 1700X14.7X144=3.598,560 foot pounds of
work in the conversion of one cubic foot of water into steam under
one atmosphere of pressure.

SUPPLEMENT.

Assume as a second illustration that the pressure is 200 lbs., the tem¬
perature will be 387 degrees and the space occupied by the steam
under this pressure 158 cubic feet. The foot pounds of work in the
conversion of the water into steam under this pressure will be 4,550,000,
an increase of 951,440 foot pounds or 26 per cent.

The following table of evaporation is based on the Lockport duty
of 9 lbs. water to 1 pound coal under 25 lbs. pressure, and assumes
that the consumption under any other pressure is in proportion to foot
pounds of work.

Column 1 represents total pressure of steam.

“ 2 “ temperature.

“ 3 “ cubic feet steam from 1 cubic foot water.

“ 4 “ foot pounds of work in expanding.

l( 5 “ pounds of water evaporated by 1 lb. coal.

14.7

212

1700

3598560

9- 783

316°

362

4133000

8.516

228°

1281

3689000

9-542

320°

342

4151000

8.481

241 0

1044

3759000

9-364

324°

325

4169000

8-444

252°

883

3815000

9.227

328°

310

4178000

8.426

261°

767

3866000

9. 1 16

100

332°

292

4205000

8.370

269°

679

39 1 io4°

9 000

1 10

339 J

271

4293000

8.201

276°

610

3963000

8.850

120

34i 0

25i

4338000

8. 126

283°

554

3989000

8.825

130

352°

233

436200b

8.070

289°

508

4024000

8.748

140

357°

218

4395000

8.015

295c

470

4061000

8.668

150

363°

205

4428000

7-950

301°

437

4079000

8.628

175

376

178

4486000

7.847

306°

408

4097000

8.592

200

387°

158

4550000

7.742

31 c

383

41 15000

8-553

STEAM REQUIRED PER HORSE POWER.

It is customary for parties using power to furnish other parties with
steam, for a consideration, and the charge made in Philadelphia varies
'from $75 to $125 per horse power per annum.

This is a very uncertain basis of charge for the steam consumed per
horse power is a very variable quantity, being dependent on the degree
of expansion in the cylinder.

If steam is used at a low pressure and without expansion, it requires
fully one cubic foot of water evaporated per hour per horse power, or
.472 cubic feet per second, as can be readily shown Suppose effective
pressure = 20 pounds. The foot pounds of effective work in evapor¬
ating one cubic foot would raise 144X20 = 2880 pounds to a height

LIBRARY OF CONGRESS

84 supplement. 01 799 555 8 •

of 767 feet in one hour, or 36,800 foot pounds per minute, which is
slightly in excess of a horse power. At lower pressures a cubic foot of
water evaporated would produce less and at higher pressures more,
assuming that the steam is used without expansion in the engine cylin¬
ders. Now, suppose steam to be used expansively. If the pressure in
the mains be 60 pounds, the expansion in the cylinder cannot be quite
as much as 3, and the per centage of gain 1 10, so that in this case half
a cubic foot of water per hour would furnish a horse power, or 3^
pounds of coal. At this rate the margin of profit in supplying power
would be very large to a company with numerous patrons, and at the
same time it might prove quite economical to the consumer. If high¬
er pressures and greater expansion could be used, the economy would
be still greater.

LIBRARY OF CONGRESS

0 001 799 555 8 »>

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